{"id":12199,"date":"2025-04-02T15:36:10","date_gmt":"2025-04-02T15:36:10","guid":{"rendered":"https:\/\/mathsuop.orizel.com\/?page_id=12199"},"modified":"2025-07-31T07:54:41","modified_gmt":"2025-07-31T07:54:41","slug":"prof-k-a-s-susantha","status":"publish","type":"page","link":"https:\/\/eng.pdn.ac.lk\/maths\/prof-k-a-s-susantha\/","title":{"rendered":"Prof. K. A. S. Susantha"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"12199\" class=\"elementor elementor-12199\">\n\t\t\t\t<div class=\"elementor-element elementor-element-998c278 e-flex e-con-boxed e-con e-parent\" data-id=\"998c278\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"elementor-element elementor-element-e8f47f2 e-con-full e-flex e-con e-child\" data-id=\"e8f47f2\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fdbb0df elementor-widget elementor-widget-image\" data-id=\"fdbb0df\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"300\" height=\"300\" src=\"https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-300x300.jpg\" class=\"attachment-medium size-medium wp-image-11361\" alt=\"\" srcset=\"https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-300x300.jpg 300w, https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-1024x1024.jpg 1024w, https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-150x150.jpg 150w, https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-768x768.jpg 768w, https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-1536x1536.jpg 1536w, https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/02\/Prof.-Susantha-2048x2048.jpg 2048w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-74c440b e-con-full e-flex e-con e-child\" data-id=\"74c440b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a5526d4 elementor-widget elementor-widget-text-editor\" data-id=\"a5526d4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<h3><span class=\"fontstyle0\"><b>Prof. K. A. S. Susantha<\/b><\/span><\/h3>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-37272f9 elementor-widget elementor-widget-text-editor\" data-id=\"37272f9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><span class=\"fontstyle0\">Senior Professor<br \/>B. Sc. (Peradeniya)<br \/>MEng (Thailand)<br \/>DEng (Nagoya, Japan)<\/span><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-d479661 e-con-full e-flex e-con e-child\" data-id=\"d479661\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9d3a619 elementor-widget elementor-widget-image\" data-id=\"9d3a619\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" src=\"https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/03\/CITYPNG.COMHD-Vector-Flat-Linkedin-IN-Round-Icon-PNG-2000x2000-1-50x50.png\" title=\"[CITYPNG.COM]HD Vector Flat Linkedin IN Round Icon PNG &#8211; 2000&#215;2000\" alt=\"linked in\" loading=\"lazy\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-dde15c7 elementor-widget elementor-widget-image\" data-id=\"dde15c7\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" src=\"https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/03\/Google_Scholar_logo.svg-50x50.png\" title=\"Google_Scholar_logo.svg\" alt=\"Google_Scholar_logo.svg\" loading=\"lazy\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c8ee4dc elementor-widget elementor-widget-image\" data-id=\"c8ee4dc\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" src=\"https:\/\/eng.pdn.ac.lk\/maths\/wp-content\/uploads\/2025\/03\/orcid-50x50.png\" title=\"orcid\" alt=\"orcid\" loading=\"lazy\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a04991a e-con-full e-flex e-con e-child\" data-id=\"a04991a\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-cc7701e e-n-tabs-mobile elementor-widget elementor-widget-n-tabs\" data-id=\"cc7701e\" data-element_type=\"widget\" data-settings=\"{&quot;horizontal_scroll&quot;:&quot;disable&quot;}\" data-widget_type=\"nested-tabs.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"e-n-tabs\" data-widget-number=\"214396958\" aria-label=\"Tabs. Open items with Enter or Space, close with Escape and navigate using the Arrow keys.\">\n\t\t\t<div class=\"e-n-tabs-heading\" role=\"tablist\">\n\t\t\t\t\t<button id=\"e-n-tab-title-2143969581\" class=\"e-n-tab-title\" aria-selected=\"true\" data-tab-index=\"1\" role=\"tab\" tabindex=\"0\" aria-controls=\"e-n-tab-content-2143969581\" style=\"--n-tabs-title-order: 1;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tPersonal Information\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2143969582\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"2\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2143969582\" style=\"--n-tabs-title-order: 2;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tAcademic &amp; Professional Background\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2143969583\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"3\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2143969583\" style=\"--n-tabs-title-order: 3;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tResearch &amp; Publications\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2143969584\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"4\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2143969584\" style=\"--n-tabs-title-order: 4;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tAwards and Achievements\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2143969585\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"5\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2143969585\" style=\"--n-tabs-title-order: 5;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tProfessional Activities\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2143969586\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"6\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2143969586\" style=\"--n-tabs-title-order: 6;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tCourse Teaching\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t<button id=\"e-n-tab-title-2143969587\" class=\"e-n-tab-title\" aria-selected=\"false\" data-tab-index=\"7\" role=\"tab\" tabindex=\"-1\" aria-controls=\"e-n-tab-content-2143969587\" style=\"--n-tabs-title-order: 7;\">\n\t\t\t\t\t\t<span class=\"e-n-tab-title-text\">\n\t\t\t\tMedia &amp; Link\t\t\t<\/span>\n\t\t<\/button>\n\t\t\t\t\t<\/div>\n\t\t\t<div class=\"e-n-tabs-content\">\n\t\t\t\t<div id=\"e-n-tab-content-2143969581\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969581\" data-tab-index=\"1\" style=\"--n-tabs-title-order: 1;\" class=\"e-active elementor-element elementor-element-8f60041 e-con-full e-flex e-con e-child\" data-id=\"8f60041\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-368ce85 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"368ce85\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Biography: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-99cf999 e-con-full e-flex e-con e-child\" data-id=\"99cf999\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ccbb510 elementor-widget elementor-widget-text-editor\" data-id=\"ccbb510\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Prof. K.A.S. Susantha is a professor in the Department of Engineering Mathematics, Faculty of Engineering, University of Peradeniya. He obtained his B.Sc.Eng. degree in Civil Engineering from the University of Peradeniya, Sri Lanka, in 1993. Thereafter, he worked in the Department of Civil Engineering at the University of Peradeniya as an engineering instructor, and at the Irrigation Department of Sri Lanka as an irrigation engineer for a brief period.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ef43025 elementor-widget elementor-widget-text-editor\" data-id=\"ef43025\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>He obtained his Master of Engineering degree in Structural Engineering from the Asian Institute of Technology, Thailand, in April 1996. From 1996 to 1998, he worked for about two years as a structural engineer at a leading structural engineering design firm in Bangkok, Thailand.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-090e949 elementor-widget elementor-widget-text-editor\" data-id=\"090e949\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>In 1998, he commenced his doctoral studies in Structural Engineering at Nagoya University, Japan, and was awarded a Doctor of Engineering (D.Eng.) degree in 2001. Following this, he joined the Aichi Institute of Technology in Toyota, Japan, as a postdoctoral research fellow, where he worked until 2005.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b2a8859 elementor-widget elementor-widget-text-editor\" data-id=\"b2a8859\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>He joined the Department of Engineering Mathematics at the University of Peradeniya as a senior lecturer in 2006 and currently serves in the same department as a Professor.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0bebc14 elementor-widget elementor-widget-text-editor\" data-id=\"0bebc14\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>His research interests include the investigation of the seismic behavior of concrete and steel structures such as buildings, bridges, and elevated water tanks; capacity prediction of concrete-filled steel columns used in elevated highway structures; investigation of sloshing effects in liquid-filled concrete tanks; and the dynamic behavior of floor slabs under human activities.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5e34a1b elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"5e34a1b\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Contact Information <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-2141702 e-con-full e-flex e-con e-child\" data-id=\"2141702\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fb9a31c elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"fb9a31c\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-envelope\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M502.3 190.8c3.9-3.1 9.7-.2 9.7 4.7V400c0 26.5-21.5 48-48 48H48c-26.5 0-48-21.5-48-48V195.6c0-5 5.7-7.8 9.7-4.7 22.4 17.4 52.1 39.5 154.1 113.6 21.1 15.4 56.7 47.8 92.2 47.6 35.7.3 72-32.8 92.3-47.6 102-74.1 131.6-96.3 154-113.7zM256 320c23.2.4 56.6-29.2 73.4-41.4 132.7-96.3 142.8-104.7 173.4-128.7 5.8-4.5 9.2-11.5 9.2-18.9v-19c0-26.5-21.5-48-48-48H48C21.5 64 0 85.5 0 112v19c0 7.4 3.4 14.3 9.2 18.9 30.6 23.9 40.7 32.4 173.4 128.7 16.8 12.2 50.2 41.8 73.4 41.4z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8bb284a elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"8bb284a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Email:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-494ec07 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"494ec07\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><a href=\"mailto:samansusantha@eng.pdn.ac.lk\">samansusantha@eng.pdn.ac.lk<\/a><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-da75e55 e-con-full e-flex e-con e-child\" data-id=\"da75e55\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0eadf8a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0eadf8a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-phone-alt\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M497.39 361.8l-112-48a24 24 0 0 0-28 6.9l-49.6 60.6A370.66 370.66 0 0 1 130.6 204.11l60.6-49.6a23.94 23.94 0 0 0 6.9-28l-48-112A24.16 24.16 0 0 0 122.6.61l-104 24A24 24 0 0 0 0 48c0 256.5 207.9 464 464 464a24 24 0 0 0 23.4-18.6l24-104a24.29 24.29 0 0 0-14.01-27.6z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-871a08a elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"871a08a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Phone:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-318a517 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"318a517\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>+94 (81) 239 3351<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-8c3b27d e-con-full e-flex e-con e-child\" data-id=\"8c3b27d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a2c76f2 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a2c76f2\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-map-pin\" viewBox=\"0 0 288 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M112 316.94v156.69l22.02 33.02c4.75 7.12 15.22 7.12 19.97 0L176 473.63V316.94c-10.39 1.92-21.06 3.06-32 3.06s-21.61-1.14-32-3.06zM144 0C64.47 0 0 64.47 0 144s64.47 144 144 144 144-64.47 144-144S223.53 0 144 0zm0 76c-37.5 0-68 30.5-68 68 0 6.62-5.38 12-12 12s-12-5.38-12-12c0-50.73 41.28-92 92-92 6.62 0 12 5.38 12 12s-5.38 12-12 12z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f03c73b e-con-full e-flex e-con e-child\" data-id=\"f03c73b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a29b6de elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"a29b6de\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Office Location:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c503a72 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c503a72\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Department of Engineering Mathematics,<br \/>Faculty of Engineering,<br \/>University of Peradeniya,<br \/>20400, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2143969582\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969582\" data-tab-index=\"2\" style=\"--n-tabs-title-order: 2;\" class=\" elementor-element elementor-element-c606fd0 e-con-full e-flex e-con e-child\" data-id=\"c606fd0\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-56b0a51 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"56b0a51\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Educational Qualifications: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-129062b e-con-full e-flex e-con e-child\" data-id=\"129062b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-232ef14 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"232ef14\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-graduation-cap\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M622.34 153.2L343.4 67.5c-15.2-4.67-31.6-4.67-46.79 0L17.66 153.2c-23.54 7.23-23.54 38.36 0 45.59l48.63 14.94c-10.67 13.19-17.23 29.28-17.88 46.9C38.78 266.15 32 276.11 32 288c0 10.78 5.68 19.85 13.86 25.65L20.33 428.53C18.11 438.52 25.71 448 35.94 448h56.11c10.24 0 17.84-9.48 15.62-19.47L82.14 313.65C90.32 307.85 96 298.78 96 288c0-11.57-6.47-21.25-15.66-26.87.76-15.02 8.44-28.3 20.69-36.72L296.6 284.5c9.06 2.78 26.44 6.25 46.79 0l278.95-85.7c23.55-7.24 23.55-38.36 0-45.6zM352.79 315.09c-28.53 8.76-52.84 3.92-65.59 0l-145.02-44.55L128 384c0 35.35 85.96 64 192 64s192-28.65 192-64l-14.18-113.47-145.03 44.56z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6dceb6b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"6dceb6b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>DEng<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0c8aa08 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"0c8aa08\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>in Structural Engineering, from Nagoya University, Japan, 2001<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-636a098 e-con-full e-flex e-con e-child\" data-id=\"636a098\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b522d3f elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"b522d3f\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-graduation-cap\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M622.34 153.2L343.4 67.5c-15.2-4.67-31.6-4.67-46.79 0L17.66 153.2c-23.54 7.23-23.54 38.36 0 45.59l48.63 14.94c-10.67 13.19-17.23 29.28-17.88 46.9C38.78 266.15 32 276.11 32 288c0 10.78 5.68 19.85 13.86 25.65L20.33 428.53C18.11 438.52 25.71 448 35.94 448h56.11c10.24 0 17.84-9.48 15.62-19.47L82.14 313.65C90.32 307.85 96 298.78 96 288c0-11.57-6.47-21.25-15.66-26.87.76-15.02 8.44-28.3 20.69-36.72L296.6 284.5c9.06 2.78 26.44 6.25 46.79 0l278.95-85.7c23.55-7.24 23.55-38.36 0-45.6zM352.79 315.09c-28.53 8.76-52.84 3.92-65.59 0l-145.02-44.55L128 384c0 35.35 85.96 64 192 64s192-28.65 192-64l-14.18-113.47-145.03 44.56z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-349fe7c elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"349fe7c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>MEng<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f7a914e elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"f7a914e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>in Structural Engineering from Asian Institute of Technology, Thailand, 1996.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-6bc53bb e-con-full e-flex e-con e-child\" data-id=\"6bc53bb\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-8dedab8 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"8dedab8\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-graduation-cap\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M622.34 153.2L343.4 67.5c-15.2-4.67-31.6-4.67-46.79 0L17.66 153.2c-23.54 7.23-23.54 38.36 0 45.59l48.63 14.94c-10.67 13.19-17.23 29.28-17.88 46.9C38.78 266.15 32 276.11 32 288c0 10.78 5.68 19.85 13.86 25.65L20.33 428.53C18.11 438.52 25.71 448 35.94 448h56.11c10.24 0 17.84-9.48 15.62-19.47L82.14 313.65C90.32 307.85 96 298.78 96 288c0-11.57-6.47-21.25-15.66-26.87.76-15.02 8.44-28.3 20.69-36.72L296.6 284.5c9.06 2.78 26.44 6.25 46.79 0l278.95-85.7c23.55-7.24 23.55-38.36 0-45.6zM352.79 315.09c-28.53 8.76-52.84 3.92-65.59 0l-145.02-44.55L128 384c0 35.35 85.96 64 192 64s192-28.65 192-64l-14.18-113.47-145.03 44.56z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7bfa633 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"7bfa633\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>BSc Eng. (Honors)<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9540fcc elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"9540fcc\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>in Civil Engineering from University of Peradeniya, Sri Lanka, 1993<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2143969583\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969583\" data-tab-index=\"3\" style=\"--n-tabs-title-order: 3;\" class=\" elementor-element elementor-element-fae80f6 e-con-full e-flex e-con e-child\" data-id=\"fae80f6\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e512e37 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"e512e37\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Areas of Research: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-064677a e-con-full e-flex e-con e-child\" data-id=\"064677a\" data-element_type=\"container\">\n\t\t<div class=\"elementor-element elementor-element-efd2ac1 e-con-full e-flex e-con e-child\" data-id=\"efd2ac1\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-6defe63 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"6defe63\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Earthquake resistant design of steel, concrete, and steel-concrete composite structures<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c7511f0 e-con-full e-flex e-con e-child\" data-id=\"c7511f0\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ef62863 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"ef62863\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Seismic performance evaluation of steel, concrete, and steel-concrete composite structures<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f28252e e-con-full e-flex e-con e-child\" data-id=\"f28252e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fb0e55c elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"fb0e55c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Finite element analysis of structures subjected to static, cyclic and dynamic loads<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-eecceaf e-con-full e-flex e-con e-child\" data-id=\"eecceaf\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1f13a05 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"1f13a05\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Sloshing effects in liquid-filled concrete tanks<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-bd1dce9 e-con-full e-flex e-con e-child\" data-id=\"bd1dce9\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9785dda elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"9785dda\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Vibration of floor slabs under human activities<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f50faf4 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"f50faf4\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Publications: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e7fd5a1 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"e7fd5a1\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h6 class=\"title\">Refereed Journals: <\/h6><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-713ffa8 e-con-full e-flex e-con e-child\" data-id=\"713ffa8\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2c46442 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"2c46442\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-32e880d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"32e880d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Thevega, T., Jayasinghe, J.A.S.C and <strong>Susantha, K.A.S.<\/strong> (2022), \u201cSeismic performance of stiffened steel box column with different corner stiffener arrangements: a numerical approach\u201d, Journal of National Science Foundation, Sri Lanka, 50(2): 453-466.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-63e801c e-con-full e-flex e-con e-child\" data-id=\"63e801c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-31f6fa7 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"31f6fa7\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-02f6d4a elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"02f6d4a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Thevega, T., Rajavijayan, K., Jayasinghe, J.A.S.C and <strong>Susantha, K.A.S.<\/strong>(2021), \u201cStrength and Ductility of Stiffened Steel Box Columns of various Cross-sectional Configurations under Lateral Cyclic Loadings\u201d, ENGINEER, Journal of the Institution of Engineers, Sri Lanka, Vol LIV, No. 2, 25-32.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c2e5a9f e-con-full e-flex e-con e-child\" data-id=\"c2e5a9f\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c450c47 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c450c47\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-79fffcf elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"79fffcf\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Uduweriya, S.B., Wijesundara, K.K., Dissanayake, P.B.R., <strong>Susantha, K.A.S.<\/strong>, Seneviratne, H.N. (2020). \u201cSeismic response of Sri lanka using PSHA technique.\u201d ENGINEER, Journal of the Institution of Engineers, Sri Lanka, Vol LIII, No. 2, 39-45.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-98ea7a5 e-con-full e-flex e-con e-child\" data-id=\"98ea7a5\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-48a15f6 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"48a15f6\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5dd67d1 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"5dd67d1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Aoki T., Takaku T., Fukumotoi Y., <strong>Susantha K.A.S<\/strong>. (2008). \u201cExperimental investigation for seismic performance of framed structures having longitudinally profiled plates.\u201d Journal of Constructional Steel Research, 64, 875-881.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e152d38 e-con-full e-flex e-con e-child\" data-id=\"e152d38\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a4e0d5a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a4e0d5a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-cd5ceb1 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"cd5ceb1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A. S.<\/strong>, Aoki T., and Hattori M. (2008). \u201cSeismic performance improvement of circular steel columns using pre-compressed concrete-filled steel tube.\u201d Journal of Constructional Steel Research, 64, 30-36.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-7e82e13 e-con-full e-flex e-con e-child\" data-id=\"7e82e13\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-670725e elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"670725e\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d8c6ed8 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"d8c6ed8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Moragaspitiya H.N.P., and <strong>Susantha K.A.S.<\/strong> (2007). \u201cPushover analysis of slip-formed load bearing wall panels.\u201d Journal of the Institute of Engineers, Sri Lanka, No. 4, 31-34.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e0d4e06 e-con-full e-flex e-con e-child\" data-id=\"e0d4e06\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5c42414 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"5c42414\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-37a4151 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"37a4151\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K.A.S.<\/strong>, Aoki T., and Jayasinghe M.T.R. (2007). \u201cFinite element analysis of steel column subjected to bi-directional cyclic loads.\u201d ENGINEER, Journal of the Institute of Engineers, Sri Lanka, No. 4, 35-41.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9317960 e-con-full e-flex e-con e-child\" data-id=\"9317960\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-97edf87 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"97edf87\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c28c0d8 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c28c0d8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A. S.<\/strong>, Aoki T., and Kumano T. (2006). \u201cStrength and ductility evaluation of steel bridge piers with linearly tapered plates.\u201d Journal of Constructional Steel Research, 62(9), 906-916.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-1f108ad e-con-full e-flex e-con e-child\" data-id=\"1f108ad\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-19faa9e elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"19faa9e\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-03083c0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"03083c0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Kumano T., Aoki T., Tsukamoto Y., and <strong>Susantha K. A. S.<\/strong> (2005). \u201cA study on the strength and ductility of steel bridge piers with tapered plate.\u201d J. Struct. Engrg, JSCE, No. 794\/I-72, 267-280 (in Japanese).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-ade9b87 e-con-full e-flex e-con e-child\" data-id=\"ade9b87\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-34c9ecd elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"34c9ecd\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c3d776b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c3d776b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A S.<\/strong>, Aoki, T., Kumano T., and Yamamoto K. (2005). \u201cApplicability of low-yield strength steel for ductility improvement of steel bridge piers.\u201d Engineering Structures, 27, 1064-1073.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-fdd18d2 e-con-full e-flex e-con e-child\" data-id=\"fdd18d2\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-fbda5f8 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"fbda5f8\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-43229c8 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"43229c8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Fukumoto Y., Takaku T. Aoki T., and<strong> Susantha K. A. S.<\/strong> (2005). \u201cInnovative use of profiles steel plates for seismic structural performance.\u201d Advances in Structural Engineering, Vol. 8(3), 247-257.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-2c9c3ef e-con-full e-flex e-con e-child\" data-id=\"2c9c3ef\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0c5d593 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0c5d593\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-79d97ab elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"79d97ab\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Aoki T., <strong>Susantha K. A. S.<\/strong> (2005). \u201cSeismic Performance of Rectangular-shaped Steel Piers under Cyclic Loading.\u201d J. Struct. Engrg, ASCE, 131(2), 240-249.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-0cbccb9 e-con-full e-flex e-con e-child\" data-id=\"0cbccb9\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1d72bd0 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"1d72bd0\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9edcf71 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"9edcf71\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Hotaka H., <strong>Susantha K. A. S.<\/strong>, Aoki, T., Nomura, K., Takaku, T., Kumano, T. (2003). \u201cExperiment study on seismic resistance performance of steel piers with rectangular section cross section.\u201d J. Struct. Engrg, JSCE, Vol. 49A, 381-391 (in Japanese).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-158bd3f e-con-full e-flex e-con e-child\" data-id=\"158bd3f\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c6043e0 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c6043e0\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d5ae840 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"d5ae840\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ge H. B.,<strong> Susantha K. A. S.<\/strong>, Satake Y., and Usami T. (2003). \u201cSeismic demand prediction of concrete-filled steel box columns.\u201d Engineering Structures, 25, 337-345.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-62f8308 e-con-full e-flex e-con e-child\" data-id=\"62f8308\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a1ab7d3 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a1ab7d3\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c3f32e0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c3f32e0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ge H. B., <strong>Susantha K. A. S.<\/strong>, and Usami T. (2002). \u201cComparative study of demand prediction procedure for partially concrete-filled steel bridge piers.\u201d J. Struct. Engrg, JSCE, Vol. 48A, 675-681.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-7e8c61c e-con-full e-flex e-con e-child\" data-id=\"7e8c61c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1900f3d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"1900f3d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eb1d6b1 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"eb1d6b1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A. S.<\/strong>, Ge H. B., and Usami T. (2002). \u201cCyclic analysis and capacity prediction of concrete-filled steel columns.\u201d Earthquake Engrg. Struct. Dyn., 31, 195-216.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-932093d e-con-full e-flex e-con e-child\" data-id=\"932093d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5a9a88c elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"5a9a88c\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-67c0835 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"67c0835\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A. S.<\/strong>, Ge H. B., and Usami T. (2001). \u201cConfinement evaluation of concrete-filled box-shaped steel columns.\u201d Steel and Composite Structures, 1(3), 313-328.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-893960e e-con-full e-flex e-con e-child\" data-id=\"893960e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1c150e0 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"1c150e0\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b92dd25 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"b92dd25\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A. S.<\/strong>, Ge H. B., and Usami T. (2001). \u201cA capacity prediction procedure for concrete-filled steel columns.\u201d J. Earthquake Eng., 5(4), 483-520.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-44cc96a e-con-full e-flex e-con e-child\" data-id=\"44cc96a\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f3a71d2 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f3a71d2\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-dc1768d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"dc1768d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K. A. S.<\/strong>, Ge H. B., and Usami T. (2001). \u201cUniaxial stress-strain relationship of concrete confined by various shaped steel tubes, Engineering Structures, 23, 1331-1347.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-6d2ce8b e-con-full e-flex e-con e-child\" data-id=\"6d2ce8b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-47ad822 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"47ad822\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0bd4604 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"0bd4604\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ge H. B, Asada H.,<strong> Susantha K. A. S.<\/strong>, and Usami T. (2001). \u201cUnified earthquake resistance verification procedure for partially concrete-filled steel piers with thin- and thick-walled sections.\u201d J. Struct. Engrg, JSCE, Vol. 47A, 783-792 (in Japanese).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ba4a3cf elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"ba4a3cf\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h6 class=\"title\">Conference Papers: <\/h6><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-fc93636 e-con-full e-flex e-con e-child\" data-id=\"fc93636\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0ee6c6f elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0ee6c6f\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5b94e55 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"5b94e55\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Fonseka H.A.R.S., and <strong>Susantha K.A.S.<\/strong> \u201cModal Analysis of Rectangular-Shaped Concrete Liquid Storage Tanks with Baffles\u201d, International Research Conference of Sri Lanka Technological Campus, Colombo, Sri Lanka, 14th-15th December 2023.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f5d0850 e-con-full e-flex e-con e-child\" data-id=\"f5d0850\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-50a344a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"50a344a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3b675d3 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3b675d3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K.A.S.<\/strong>, and Ranasinghe R.M.I., \u201cStrength and Ductility Assessment Method for Elevated RC Water Tanks\u201d, International Research Conference of Sri Lanka Technological Campus, Colombo, Sri Lanka, 14th-15th December 2023.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-1f8eefe e-con-full e-flex e-con e-child\" data-id=\"1f8eefe\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-4520f39 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"4520f39\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-dfde210 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"dfde210\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Sathsarani K.M. and <strong>Susantha K.A.S.<\/strong>, \u201cDisplacement Demand Estimation of an Elevated Rectangular Reinforced Concrete Water Tank using Nonlinear Time History Analysis: A case Study\u201d, International Research Conference of Sri Lanka Technological Campus, Colombo, Sri Lanka, 14th-15th December 2023.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f774b0d e-con-full e-flex e-con e-child\" data-id=\"f774b0d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c497639 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c497639\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-21e86e2 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"21e86e2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Dewasinghe D.P.M.C.D, and <strong>Susantha K.A.S.<\/strong>, \u201cEffect of Member Sizes on Plastic Hinge Formation in RC Frames by Pushover Analysis\u201d, International Research Conference of Sri Lanka Technological Campus, Colombo, Sri Lanka, 14th-15th December 2023.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-982518e e-con-full e-flex e-con e-child\" data-id=\"982518e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-cb6f6b6 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"cb6f6b6\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e26356b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"e26356b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Rajapaksha U.K.R.M.H., Kumara J.R.S.S., Fernando M.A.R.M., <strong>Susantha K.A.S.<\/strong>, Venkatesh S., and Jayaratne D.K., \u201cPossible Lightning Hazards to Humans near Giant Ancient Stupa,\u201d 2019 14th Conference on Industrial and Information Systems (ICIIS), DOI: 10.1109\/ICIIS47346.2019.9063283, 18-20 December 2019.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-80d1808 e-con-full e-flex e-con e-child\" data-id=\"80d1808\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d5ec6ed elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"d5ec6ed\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5486260 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"5486260\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Weerasooriya, R. P. and <strong>Susantha, K.A.S.<\/strong>, \u201cSeismic Resistant Improvement of Buildings using Braced Frames\u201d, Transactions 2019, The Institute of Engineers, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-3472197 e-con-full e-flex e-con e-child\" data-id=\"3472197\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c7cf45a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c7cf45a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-caa9b87 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"caa9b87\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Rajavijayan, K., Thevega, T., Jayasinghe, J.A.S.C. and <strong>Susantha, K.A.S.<\/strong>, \u201c Performance of steel bridge piers using lateral cyclic load analysis, The 10th International Conference on Structural Engineering and Construction Management 2019, ICSECM 2019, December 2019 , Kandy, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-75fd42b e-con-full e-flex e-con e-child\" data-id=\"75fd42b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7021ac4 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"7021ac4\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4ac4109 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"4ac4109\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Bandara, A., Rathnayake, C., Ambepitiya, D., Kumara, S., Fernando, M. and<strong> Susantha, K.A.S.<\/strong>, \u201cLightning analysis on ancient and new giant stupas\u201d, IESL Kandurata Chapter Annual Sessions 2017\/2018, 2nd November, 2018, Kandy.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e3b4ee9 e-con-full e-flex e-con e-child\" data-id=\"e3b4ee9\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5ded7ea elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"5ded7ea\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c119e0f elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c119e0f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Gunasoma, H.H.M. and <strong>Susantha, K.A.S.<\/strong>, \u201c Behavior of inverted L-shaped steel piers under strong ground motions,\u201d 5th International Research symposium on Engineering Advancements-2015, RSEA 2015, SAITM, Malabe, Sri Lanka, April 2015.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-2b10b5c e-con-full e-flex e-con e-child\" data-id=\"2b10b5c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7eb70b0 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"7eb70b0\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-454b842 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"454b842\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Wijesingha, W.M.M.M., Nadarajah V., and <strong>Susantha, K.A.S.<\/strong>, \u201cBehavior of intze type elevated water tanks sunder moderate seismic excitations\u201d, 5th International Conference in Sustainable Built Environment, ICSBE 2014, Kandy Sri Lanka, December 2014.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5d94399 e-con-full e-flex e-con e-child\" data-id=\"5d94399\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-342741d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"342741d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c26f215 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c26f215\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, Kiriparan, B., and Nirusan, A.(2013) \u201cDynamic characteristics of stiffened steel rigid frames\u201d, 4th International Conference on Structural Engineering and Construction Management 2013, ICSECM, Kandy Sri Lanka, December 2013.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-ba21ef7 e-con-full e-flex e-con e-child\" data-id=\"ba21ef7\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-aea9a14 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"aea9a14\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7fd832d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"7fd832d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong> (2013). \u201cCapacity prediction of concrete-filled stiffened steel rigid-frames.\u201d SAITM Research Symposium on Engineering Advancements 2013, Colombo, Sri Lanka, April 2013.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-b9fa187 e-con-full e-flex e-con e-child\" data-id=\"b9fa187\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-3298a9c elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"3298a9c\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-30b23f7 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"30b23f7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong> (2012). \u201cUltimate strength and ductility of partially concrete-filled steel rigid-frame bridge piers.\u201d International Conference in Sustainable Built Environment, ICSBE 2012, Kandy Sri Lanka, December 2012.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9281ba0 e-con-full e-flex e-con e-child\" data-id=\"9281ba0\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a365e10 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a365e10\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-46aa9ce elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"46aa9ce\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong> and Gunasoma, H. H. M. (2012). \u201cSeismic Demand Prediction of Eccentrically Loaded Steel Bridge Piers subjected to Moderate Earthquakes.\u201d Transactions 2012, The Institution of Engineers, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-cca0963 e-con-full e-flex e-con e-child\" data-id=\"cca0963\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2e82931 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"2e82931\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5ff4457 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"5ff4457\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S,<\/strong> and Aoki, T. (2011). \u201cComparison of seismic performance of stiffened box columns having constant thickness plates and tapered plates.\u201d Proceeding on International Conference on Structural Engineering, Construction and Management 2011, ICSECM 2011, Kandy, Sri Lanka, December 2011.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-911ca02 e-con-full e-flex e-con e-child\" data-id=\"911ca02\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2359103 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"2359103\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1b72c75 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"1b72c75\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha K.A.S.<\/strong>, and Karunaratna H.M.G.U. (2011). \u201cConcrete-filled steel tubes for performance improvement of steel arch bridges.\u201d Transactions 2011, The Institution of Engineers, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f892bad e-con-full e-flex e-con e-child\" data-id=\"f892bad\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b36f753 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"b36f753\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9f1d8da elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"9f1d8da\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Moragaspitiya, H.N.P., and <strong>Susantha, K.A.S.<\/strong> (2011). \u201cSeismic capacity of building constructed in slip formed load bearing wall panels.\u201d Proceedings of the first International Postgraduate Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, Queensland University of Technology, Australia, February 2011.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-73325f5 e-con-full e-flex e-con e-child\" data-id=\"73325f5\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-af7edaf elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"af7edaf\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-cfcab02 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"cfcab02\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, and Aoki, T. (2010). \u201cPre-compressed concrete-filled steel for high earthquake resisting performance.\u201d Proceeding on International Conference on Sustainable Built Environment, Kandy, Sri Lanka, December 2010.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9207e1c e-con-full e-flex e-con e-child\" data-id=\"9207e1c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9bfef08 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"9bfef08\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c0266f9 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c0266f9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Usami, T., Ge, H.B., and <strong>Susantha, K.A.S.<\/strong>\u00a0(2009). \u201cCapacity and demand prediction method for steel-concrete composite columns under severe earthquakes.\u201d ASCCS 2009 9th International Conference on Steel Concrete Composite and Hybrid Structures. Leeds, UK, July 2009.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-90d5d87 e-con-full e-flex e-con e-child\" data-id=\"90d5d87\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f8acd7f elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f8acd7f\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8c0733c elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"8c0733c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Moragaspitiya, H.N.P., and <strong>Susantha, K.A.S.<\/strong> (2008). \u201cBlast loading resistance capacity of slip formed load bearing wall panels.\u201d 5th Academic Session, University of Ruhuna, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-122ee42 e-con-full e-flex e-con e-child\" data-id=\"122ee42\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7b7cd48 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"7b7cd48\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6e26de0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"6e26de0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong> and Aoki, T. (2007). \u201cCyclic behavior of uniform thickness and linearly tapered steel box columns.\u201d International conference on mitigation of the risk of natural hazards, 27-28, March 2007, Peradeniya, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a5e6458 e-con-full e-flex e-con e-child\" data-id=\"a5e6458\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a778321 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a778321\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a232eb4 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"a232eb4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, and Aoki, T. (2007). \u201cEffects of sectional configuration on earthquake resisting performance of rectangular-shaped steel columns.\u201d International conference on mitigation of the risk of natural hazards, 27-28, March 2007, Peradeniya, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-1bcfb4b e-con-full e-flex e-con e-child\" data-id=\"1bcfb4b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ada355d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"ada355d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7ccf519 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"7ccf519\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Moragaspitiya, H.N.P., Dissanayake, U.I., and <strong>Susantha, K.A.S.<\/strong> (2006). \u201cPerformance of slip-formed bearing wall panels in medium-rise building subjected to earthquake loading using finite element analysis.\u201d 4th Academic Session, University of Ruhuna, Sri Lanka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9288819 e-con-full e-flex e-con e-child\" data-id=\"9288819\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f208508 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f208508\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fe24a13 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"fe24a13\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Takaku, T., Aoki, T., Fukumoto, Y., and <strong>Susantha, K.A.S.<\/strong> (2006). \u201cExperimental investigation for seismic performance of framed structures having LP plates.\u201d Stability and Ductility of Steel Structures-SDSS\u201906, Sept. 6-8, Lisbon, Portugal.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5205122 e-con-full e-flex e-con e-child\" data-id=\"5205122\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e689104 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"e689104\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a6c81e2 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"a6c81e2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Aoki, T., Takaku, T., Fukumotoi, Y., <strong>Susantha, K.A.S.<\/strong>, and Uenoya, M. (2006). \u201cImproving seismic performance of bridge piers using LP steel plates.\u201d IABSE Symposium on Responding tomorrow\u2019s Challenges in Structural Engineering, September 13-15, Budapest, Hungary.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f861fc2 e-con-full e-flex e-con e-child\" data-id=\"f861fc2\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-8c457ac elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"8c457ac\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eaa8c73 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"eaa8c73\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Aoki, T., <strong>Susantha, K.A.S.<\/strong>, and Goya, K. (2005). \u201cDuctility improvement of steel box piers using a central compressive member.\u201d Eurosteel Conference 2005 on Steel and Composite Structures, June 8-10, Maastricht, The Netherlands.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-8ca4d56 e-con-full e-flex e-con e-child\" data-id=\"8ca4d56\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0cbd0c3 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0cbd0c3\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fff21af elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"fff21af\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, Takaku, T., Fukumoto, Y.,and Aoki, T. (2005). \u201cSeismic performance of LP steel plates in beam-column and application to highway bridge piers.\u201d Proc. of the 1st Inter. Conf. On Advances in Experimental Structural Engineering, AESE 2005, July 19-21, Nagoya, Japan.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c3ef4c6 e-con-full e-flex e-con e-child\" data-id=\"c3ef4c6\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-5b317c1 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"5b317c1\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-97900e1 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"97900e1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, Aoki, T., Suzuki, M., and Hattori, M. (2005). \u201cInnovative method for improving seismic resistant performance of circular steel tubes.\u201d Proc. of the 1st Inter. Conf. On Advances in Experimental Structural Engineering, AESE 2005, July 19-21, Nagoya, Japan.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-629746d e-con-full e-flex e-con e-child\" data-id=\"629746d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-84ad119 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"84ad119\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-af0caa9 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"af0caa9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, Takaku, T., Fukumoto, Y., and Aoki, T. (2004). \u201cApplication of LP plates to rigid-frame bridge piers.\u201d Proc. of the Annuals of JSCE, No.59.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a6ee9b6 e-con-full e-flex e-con e-child\" data-id=\"a6ee9b6\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1aa88cd elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"1aa88cd\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1e81b34 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"1e81b34\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, Aoki, T., Kumano, T., and Yamamoto, K. (2004). \u201cApplication of low-yield strength steel in steel bridge piers.\u201d 13th world Conference on Earthquake Engineering, Vancouver, B.C., Canada.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-4c7059f e-con-full e-flex e-con e-child\" data-id=\"4c7059f\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-385f932 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"385f932\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d741af4 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"d741af4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Takaku, T., Fukumoto, Y., Aoki, T., and <strong>Susantha, K.A.S.<\/strong> (2004). \u201cSeismic design of bridge piers with stiffened box section using LP plates.\u201d 13th world Conference on Earthquake Engineering, Vancouver, B.C., Canada.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-16cc707 e-con-full e-flex e-con e-child\" data-id=\"16cc707\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c30756c elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c30756c\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a4fe1ae elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"a4fe1ae\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Takahara, H., <strong>Susantha, K.A.S.<\/strong>, Usami, T., Kasai, A., and Aoki, T. (2003). \u201cElasto-plastic behavior of steel bridge piers subjected to 2-directional seismic loading.\u201d Proc. of the Annuals of JSCE, No. 58 (in Japanese).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9082222 e-con-full e-flex e-con e-child\" data-id=\"9082222\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-cfcd5e6 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"cfcd5e6\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3ed086c elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3ed086c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ohnishi, A., <strong>Susantha, K.A.S.<\/strong>, Mizuno, T., Okazaki, S., Takahara, H., Aoki, T., and Usami, T. (2003). \u201cExperimental study on strength and ductility of steel bridge piers subjected to 2-directional seismic loading.\u201d Proc. of the Annuals of JSCE, No. 58 (in Japanese).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a806807 e-con-full e-flex e-con e-child\" data-id=\"a806807\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-596b73d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"596b73d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3e39bf9 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3e39bf9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ji, B., <strong>Susantha, K.A.S.<\/strong>, and Aoki, T. (2003). \u201cCyclic loading test on rigid connection of reinforced concrete pier and steel girder.\u201d Fib-Symposium, Concrete Structures in Seismic Regions, Athens, Greece, 434-441.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e27426f e-con-full e-flex e-con e-child\" data-id=\"e27426f\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-6eeebd1 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"6eeebd1\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8bd0ec0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"8bd0ec0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ge, H. B., <strong>Susantha, K. A. S.<\/strong>, and Usami, T. (2002). \u201cSeismic demand evaluation procedure for concrete-filled steel columns.\u201d Third International Conference on Advances in Steel Structures, Hong Kong, China, 607-614.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-125f2f3 e-con-full e-flex e-con e-child\" data-id=\"125f2f3\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-df7274c elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"df7274c\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-51f6e53 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"51f6e53\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong>, Ge, H. B., and Usami, T. (2002). \u201cDevelopment of confined concrete models and application in capacity prediction of concrete-filled box-shaped steel columns.\u201d 4th Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE, 185-192.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-259f900 e-con-full e-flex e-con e-child\" data-id=\"259f900\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c8c6f9f elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c8c6f9f\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-348307b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"348307b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong>, Ge, H. B., and Usami, T. (2000). \u201cImportance of material models in cyclic analysis of concrete-filled steel columns.\u201d Proc. of the Third International Summer Symposium, Tokyo, Japan.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-96ef86b e-con-full e-flex e-con e-child\" data-id=\"96ef86b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9378127 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"9378127\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-67ca80c elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"67ca80c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong>, Ge, H. B., and Usami, T. (2001). \u201cStrength and ductility prediction of concrete-filled steel columns through cyclic lateral load analysis.\u201d Proc. of the Sixth Pacific Steel Structure Conference (PSSC 2001), Beijing, China, 1076-1081.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-74f5512 e-con-full e-flex e-con e-child\" data-id=\"74f5512\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f348add elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f348add\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8c36e61 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"8c36e61\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong>, Ge, H. B., and Usami, T. (2001). \u201cNumerical study on confinement evaluation of concrete in steel box section.\u201d Proc. of the First International Conference on Steel &amp; Composite Structures, Pusan, Korea, 1087-1094.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c11dcf9 e-con-full e-flex e-con e-child\" data-id=\"c11dcf9\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e1cbedd elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"e1cbedd\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-95aea36 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"95aea36\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong>, Ge, H. B., and Usami, T. (2000). \u201cStress strain relationship for confined concrete in circular, box, and octagonal shaped steel columns.\u201d Proc. of the Second International Summer Symposium, Tokyo, Japan, 49-52.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-07e89e5 e-con-full e-flex e-con e-child\" data-id=\"07e89e5\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d00c95d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"d00c95d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4c08313 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"4c08313\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K. A. S.<\/strong>, Ge, H. B., and Usami, T. (2000). \u201cStress strain relationship for confined concrete in various shapes of concrete-filled steel columns.\u201d Proc. of the Seventh International Symposium on Structural Failure and Plasticity, IMPLAST 2000, Melbourne, Australia, 381-387.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-abc8a10 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"abc8a10\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h6 class=\"title\">Abstracts: <\/h6><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-aafe12d e-con-full e-flex e-con e-child\" data-id=\"aafe12d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b24e342 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"b24e342\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a778417 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"a778417\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Ambepitiya, D., Bandara, A., Fernando, M., Kumara, J.R.S.S.,. <strong>Susantha, K.A.S.<\/strong>, and Jayaratne, D.K., and Venkatesh, S.,\u201cLightning Risk analysis on ancient Load Buddha Statues\u201d, Proceedings of the Peradeniya University International Research Sessions, Sri Lanka, Vol 22, 2019.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f722046 e-con-full e-flex e-con e-child\" data-id=\"f722046\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-3c6ee65 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"3c6ee65\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b2e2c2f elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"b2e2c2f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong> and Wijesundara, K.K.W., \u201cSeismic assessment method for RC elevated water tanks\u201d, Proceeding of the Peradeniya university Research sessions, Sri Lanka, Vol. 20, November 2016.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c880991 e-con-full e-flex e-con e-child\" data-id=\"c880991\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ac2a35d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"ac2a35d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-bc2b55b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"bc2b55b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Buddhika, H.A.D.S., Jayasinghe, J.A.S.C., <strong>Susantha, K.A.S.<\/strong>, and Dissanayeka, U.I. (2009). \u201cStrength and displacement characteristics of steel columns subjected to moderate earthquake loads.\u201d Proceedings of the Peradeniya University Research Sessions.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-92bac36 e-con-full e-flex e-con e-child\" data-id=\"92bac36\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a965496 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a965496\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c7b5f9f elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c7b5f9f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, and Aoki, T. (2008). \u201cInfluence of axial load on strength and ductility of thin walled steel columns.\u201d Proceedings of the Peradeniya University Research Sessions.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-fb9f600 e-con-full e-flex e-con e-child\" data-id=\"fb9f600\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-53902f5 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"53902f5\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6bb21f8 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"6bb21f8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, and Aoki, T. (2007). \u201cStrength and ductility evaluation of rigid-frames using finite element analysis.\u201d Proceedings of the Peradeniya University Research Sessions.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-8564435 e-con-full e-flex e-con e-child\" data-id=\"8564435\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-8182354 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"8182354\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fab-leanpub\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M386.539 111.485l15.096 248.955-10.979-.275c-36.232-.824-71.64 8.783-102.657 27.997-31.016-19.214-66.424-27.997-102.657-27.997-45.564 0-82.07 10.705-123.516 27.723L93.117 129.6c28.546-11.803 61.484-18.115 92.226-18.115 41.173 0 73.836 13.175 102.657 42.544 27.723-28.271 59.013-41.721 98.539-42.544zM569.07 448c-25.526 0-47.485-5.215-70.542-15.645-34.31-15.645-69.993-24.978-107.871-24.978-38.977 0-74.934 12.901-102.657 40.623-27.723-27.723-63.68-40.623-102.657-40.623-37.878 0-73.561 9.333-107.871 24.978C55.239 442.236 32.731 448 8.303 448H6.93L49.475 98.859C88.726 76.626 136.486 64 181.775 64 218.83 64 256.984 71.685 288 93.095 319.016 71.685 357.17 64 394.225 64c45.289 0 93.049 12.626 132.3 34.859L569.07 448zm-43.368-44.741l-34.036-280.246c-30.742-13.999-67.248-21.41-101.009-21.41-38.428 0-74.385 12.077-102.657 38.702-28.272-26.625-64.228-38.702-102.657-38.702-33.761 0-70.267 7.411-101.009 21.41L50.298 403.259c47.211-19.487 82.894-33.486 135.045-33.486 37.604 0 70.817 9.606 102.657 29.644 31.84-20.038 65.052-29.644 102.657-29.644 52.151 0 87.834 13.999 135.045 33.486z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eefbd3d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"eefbd3d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Susantha, K.A.S.<\/strong>, and Aoki, T., and Ohnishi, A. (2006). \u201cPerformance of steel bridge piers under bi-directional lateral load reversals\u201d. Proceedings of the Peradeniya University Research Sessions.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2143969584\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969584\" data-tab-index=\"4\" style=\"--n-tabs-title-order: 4;\" class=\" elementor-element elementor-element-2f3a42b e-flex e-con-boxed e-con e-child\" data-id=\"2f3a42b\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e122362 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"e122362\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Awards: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a95983d e-con-full e-flex e-con e-child\" data-id=\"a95983d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-3d37740 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"3d37740\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-award\" viewBox=\"0 0 384 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M97.12 362.63c-8.69-8.69-4.16-6.24-25.12-11.85-9.51-2.55-17.87-7.45-25.43-13.32L1.2 448.7c-4.39 10.77 3.81 22.47 15.43 22.03l52.69-2.01L105.56 507c8 8.44 22.04 5.81 26.43-4.96l52.05-127.62c-10.84 6.04-22.87 9.58-35.31 9.58-19.5 0-37.82-7.59-51.61-21.37zM382.8 448.7l-45.37-111.24c-7.56 5.88-15.92 10.77-25.43 13.32-21.07 5.64-16.45 3.18-25.12 11.85-13.79 13.78-32.12 21.37-51.62 21.37-12.44 0-24.47-3.55-35.31-9.58L252 502.04c4.39 10.77 18.44 13.4 26.43 4.96l36.25-38.28 52.69 2.01c11.62.44 19.82-11.27 15.43-22.03zM263 340c15.28-15.55 17.03-14.21 38.79-20.14 13.89-3.79 24.75-14.84 28.47-28.98 7.48-28.4 5.54-24.97 25.95-45.75 10.17-10.35 14.14-25.44 10.42-39.58-7.47-28.38-7.48-24.42 0-52.83 3.72-14.14-.25-29.23-10.42-39.58-20.41-20.78-18.47-17.36-25.95-45.75-3.72-14.14-14.58-25.19-28.47-28.98-27.88-7.61-24.52-5.62-44.95-26.41-10.17-10.35-25-14.4-38.89-10.61-27.87 7.6-23.98 7.61-51.9 0-13.89-3.79-28.72.25-38.89 10.61-20.41 20.78-17.05 18.8-44.94 26.41-13.89 3.79-24.75 14.84-28.47 28.98-7.47 28.39-5.54 24.97-25.95 45.75-10.17 10.35-14.15 25.44-10.42 39.58 7.47 28.36 7.48 24.4 0 52.82-3.72 14.14.25 29.23 10.42 39.59 20.41 20.78 18.47 17.35 25.95 45.75 3.72 14.14 14.58 25.19 28.47 28.98C104.6 325.96 106.27 325 121 340c13.23 13.47 33.84 15.88 49.74 5.82a39.676 39.676 0 0 1 42.53 0c15.89 10.06 36.5 7.65 49.73-5.82zM97.66 175.96c0-53.03 42.24-96.02 94.34-96.02s94.34 42.99 94.34 96.02-42.24 96.02-94.34 96.02-94.34-42.99-94.34-96.02z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2d4aeb1 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"2d4aeb1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Received a <strong>German Government Scholarship (DAAD)<\/strong> to study for Master of Engineering Degree at Asian Institute of Technology, Thailand.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-0b350cd e-con-full e-flex e-con e-child\" data-id=\"0b350cd\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2cd868f elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"2cd868f\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-award\" viewBox=\"0 0 384 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M97.12 362.63c-8.69-8.69-4.16-6.24-25.12-11.85-9.51-2.55-17.87-7.45-25.43-13.32L1.2 448.7c-4.39 10.77 3.81 22.47 15.43 22.03l52.69-2.01L105.56 507c8 8.44 22.04 5.81 26.43-4.96l52.05-127.62c-10.84 6.04-22.87 9.58-35.31 9.58-19.5 0-37.82-7.59-51.61-21.37zM382.8 448.7l-45.37-111.24c-7.56 5.88-15.92 10.77-25.43 13.32-21.07 5.64-16.45 3.18-25.12 11.85-13.79 13.78-32.12 21.37-51.62 21.37-12.44 0-24.47-3.55-35.31-9.58L252 502.04c4.39 10.77 18.44 13.4 26.43 4.96l36.25-38.28 52.69 2.01c11.62.44 19.82-11.27 15.43-22.03zM263 340c15.28-15.55 17.03-14.21 38.79-20.14 13.89-3.79 24.75-14.84 28.47-28.98 7.48-28.4 5.54-24.97 25.95-45.75 10.17-10.35 14.14-25.44 10.42-39.58-7.47-28.38-7.48-24.42 0-52.83 3.72-14.14-.25-29.23-10.42-39.58-20.41-20.78-18.47-17.36-25.95-45.75-3.72-14.14-14.58-25.19-28.47-28.98-27.88-7.61-24.52-5.62-44.95-26.41-10.17-10.35-25-14.4-38.89-10.61-27.87 7.6-23.98 7.61-51.9 0-13.89-3.79-28.72.25-38.89 10.61-20.41 20.78-17.05 18.8-44.94 26.41-13.89 3.79-24.75 14.84-28.47 28.98-7.47 28.39-5.54 24.97-25.95 45.75-10.17 10.35-14.15 25.44-10.42 39.58 7.47 28.36 7.48 24.4 0 52.82-3.72 14.14.25 29.23 10.42 39.59 20.41 20.78 18.47 17.35 25.95 45.75 3.72 14.14 14.58 25.19 28.47 28.98C104.6 325.96 106.27 325 121 340c13.23 13.47 33.84 15.88 49.74 5.82a39.676 39.676 0 0 1 42.53 0c15.89 10.06 36.5 7.65 49.73-5.82zM97.66 175.96c0-53.03 42.24-96.02 94.34-96.02s94.34 42.99 94.34 96.02-42.24 96.02-94.34 96.02-94.34-42.99-94.34-96.02z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5780aae elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"5780aae\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Received a <strong>Japanese Government Scholarship (MONBUSHO)<\/strong> to study for Doctor of Engineering Degree at Nagoya University, Japan.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-da9aab4 e-con-full e-flex e-con e-child\" data-id=\"da9aab4\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-252e634 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"252e634\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-award\" viewBox=\"0 0 384 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M97.12 362.63c-8.69-8.69-4.16-6.24-25.12-11.85-9.51-2.55-17.87-7.45-25.43-13.32L1.2 448.7c-4.39 10.77 3.81 22.47 15.43 22.03l52.69-2.01L105.56 507c8 8.44 22.04 5.81 26.43-4.96l52.05-127.62c-10.84 6.04-22.87 9.58-35.31 9.58-19.5 0-37.82-7.59-51.61-21.37zM382.8 448.7l-45.37-111.24c-7.56 5.88-15.92 10.77-25.43 13.32-21.07 5.64-16.45 3.18-25.12 11.85-13.79 13.78-32.12 21.37-51.62 21.37-12.44 0-24.47-3.55-35.31-9.58L252 502.04c4.39 10.77 18.44 13.4 26.43 4.96l36.25-38.28 52.69 2.01c11.62.44 19.82-11.27 15.43-22.03zM263 340c15.28-15.55 17.03-14.21 38.79-20.14 13.89-3.79 24.75-14.84 28.47-28.98 7.48-28.4 5.54-24.97 25.95-45.75 10.17-10.35 14.14-25.44 10.42-39.58-7.47-28.38-7.48-24.42 0-52.83 3.72-14.14-.25-29.23-10.42-39.58-20.41-20.78-18.47-17.36-25.95-45.75-3.72-14.14-14.58-25.19-28.47-28.98-27.88-7.61-24.52-5.62-44.95-26.41-10.17-10.35-25-14.4-38.89-10.61-27.87 7.6-23.98 7.61-51.9 0-13.89-3.79-28.72.25-38.89 10.61-20.41 20.78-17.05 18.8-44.94 26.41-13.89 3.79-24.75 14.84-28.47 28.98-7.47 28.39-5.54 24.97-25.95 45.75-10.17 10.35-14.15 25.44-10.42 39.58 7.47 28.36 7.48 24.4 0 52.82-3.72 14.14.25 29.23 10.42 39.59 20.41 20.78 18.47 17.35 25.95 45.75 3.72 14.14 14.58 25.19 28.47 28.98C104.6 325.96 106.27 325 121 340c13.23 13.47 33.84 15.88 49.74 5.82a39.676 39.676 0 0 1 42.53 0c15.89 10.06 36.5 7.65 49.73-5.82zM97.66 175.96c0-53.03 42.24-96.02 94.34-96.02s94.34 42.99 94.34 96.02-42.24 96.02-94.34 96.02-94.34-42.99-94.34-96.02z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b75d5a9 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"b75d5a9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Received <strong>Japanese Society of Promotion of Science (JSPS) fellowship<\/strong> to pursue a post-doctoral study in Aichi Institute of Technology, Japan.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2143969585\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969585\" data-tab-index=\"5\" style=\"--n-tabs-title-order: 5;\" class=\" elementor-element elementor-element-1f2c7cf e-flex e-con-boxed e-con e-child\" data-id=\"1f2c7cf\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f8879d3 elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"f8879d3\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Professional Memberships: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-b20eaeb e-con-full e-flex e-con e-child\" data-id=\"b20eaeb\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-34c3410 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"34c3410\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm89.6 32h-16.7c-22.2 10.2-46.9 16-72.9 16s-50.6-5.8-72.9-16h-16.7C60.2 288 0 348.2 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-74.2-60.2-134.4-134.4-134.4z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3892397 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3892397\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Corperate Member (Chartered Engineer):<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-86df6f1 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"86df6f1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Institute of Engineers, Sri Lanka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-748d6c7 e-con-full e-flex e-con e-child\" data-id=\"748d6c7\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ef154e8 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"ef154e8\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm89.6 32h-16.7c-22.2 10.2-46.9 16-72.9 16s-50.6-5.8-72.9-16h-16.7C60.2 288 0 348.2 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-74.2-60.2-134.4-134.4-134.4z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-97c7be1 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"97c7be1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Corperate Member:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c6dcd57 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"c6dcd57\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Society of Structural Engineers, Sri Lanka<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c951a4c elementor-widget elementor-widget-spacer\" data-id=\"c951a4c\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fa5eddb elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"fa5eddb\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Appointments: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-43dcd2c e-con-full e-flex e-con e-child\" data-id=\"43dcd2c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f80a2a4 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f80a2a4\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f68afe9 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"f68afe9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Head of the Department:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2575c85 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"2575c85\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Department of Engineering Mathematics (2007 &#8211; 2012)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-6b084b9 e-con-full e-flex e-con e-child\" data-id=\"6b084b9\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-262522a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"262522a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-1d03b5b e-con-full e-flex e-con e-child\" data-id=\"1d03b5b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-671f20b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"671f20b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-44dd2c0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"44dd2c0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Board of Mathematics, Postgraduate Institute of Science (PGIS), University of Peradeniya <br \/>(2008 &#8211; 2014)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-de05dfe e-con-full e-flex e-con e-child\" data-id=\"de05dfe\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-569744d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"569744d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-125b433 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"125b433\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Faculty of Engineering representative to the Senate Scholarship Committee:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3d4d12f elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3d4d12f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>(2010 &#8211; 2013)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-bbe8bcd e-con-full e-flex e-con e-child\" data-id=\"bbe8bcd\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f357f37 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f357f37\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-be8ca9e e-con-full e-flex e-con e-child\" data-id=\"be8ca9e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-3830cee elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3830cee\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member &amp; Convener:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ffd658f elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"ffd658f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Faculty Academic Development and Planning Committee (FADPC), Faculty of Engineering, University of Peradeniya (2017 &#8211; 2019)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-10ab13a e-con-full e-flex e-con e-child\" data-id=\"10ab13a\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-94db9ab elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"94db9ab\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-2f86295 e-con-full e-flex e-con e-child\" data-id=\"2f86295\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-52616bd elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"52616bd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Part-time Senior Student Counselor:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4703ee7 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"4703ee7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Faculty of Engineering, University of Peradeniya (2011 &#8211; 2013).<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9ddc33b e-con-full e-flex e-con e-child\" data-id=\"9ddc33b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0bdbe1f elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0bdbe1f\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-83364a2 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"83364a2\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Senior Treasurer:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c89bb28 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c89bb28\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Engineering Student Union (ESU) (2012 &#8211; 2014)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-38b4930 e-con-full e-flex e-con e-child\" data-id=\"38b4930\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e9159b2 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"e9159b2\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ab33ecf elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"ab33ecf\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eadc615 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"eadc615\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Senate Scholarship Committee (2018 &#8211; 2020)<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-39b6954 e-con-full e-flex e-con e-child\" data-id=\"39b6954\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e27cb36 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"e27cb36\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-user-tie\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M224 256c70.7 0 128-57.3 128-128S294.7 0 224 0 96 57.3 96 128s57.3 128 128 128zm95.8 32.6L272 480l-32-136 32-56h-96l32 56-32 136-47.8-191.4C56.9 292 0 350.3 0 422.4V464c0 26.5 21.5 48 48 48h352c26.5 0 48-21.5 48-48v-41.6c0-72.1-56.9-130.4-128.2-133.8z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-3a120fc e-con-full e-flex e-con e-child\" data-id=\"3a120fc\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c4a8843 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c4a8843\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Chairman:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-70ac111 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"70ac111\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Board of Study for the General Program in Engineering, BOSGPE, Faculty of Engineering, 2021<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e568c9c elementor-widget elementor-widget-spacer\" data-id=\"e568c9c\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-250b68e elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"250b68e\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Editorial &amp; Review Work: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-01fb88a e-con-full e-flex e-con e-child\" data-id=\"01fb88a\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-badeb3a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"badeb3a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-04ca38c elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"04ca38c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Journal of Structural Engineering and Mechanics, Techno Press, Korea.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-24443af e-con-full e-flex e-con e-child\" data-id=\"24443af\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-006f692 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"006f692\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-27c86c0 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"27c86c0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>ENGINEER, Journal of the Institution of Engineers, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e0f90ff e-con-full e-flex e-con e-child\" data-id=\"e0f90ff\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a542b71 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a542b71\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-205940c elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"205940c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Engineering Research Unit-Symposium 2010, University of Moratuwa, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e89e2bf e-con-full e-flex e-con e-child\" data-id=\"e89e2bf\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-4801ead elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"4801ead\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4ea493d elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"4ea493d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Engineering Research Unit-Symposium 2009, University of Moratuwa, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-014a12e e-con-full e-flex e-con e-child\" data-id=\"014a12e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c520522 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c520522\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-77865f6 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"77865f6\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>PURSE, Peradeniya University Research Sessions.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-f137350 e-con-full e-flex e-con e-child\" data-id=\"f137350\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-6549550 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"6549550\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0e88633 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"0e88633\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>eddBE2011, The first International Postgraduate Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, Brisbane, Australia<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-6a0e075 e-con-full e-flex e-con e-child\" data-id=\"6a0e075\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9378b13 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"9378b13\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d2ecf45 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"d2ecf45\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>International Conference in Sustainable Built Environment, ICSBE 2012, Kandy, Sri Lanka, December 2012<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-7a2e2d6 e-con-full e-flex e-con e-child\" data-id=\"7a2e2d6\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-6461ac3 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"6461ac3\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-fd43d5c elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"fd43d5c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>International Conference on Structural Engineering and Construction Management, ICSECM 2013, Kandy, Sri Lanka.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-774a9b1 e-con-full e-flex e-con e-child\" data-id=\"774a9b1\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0c8e46a elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0c8e46a\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-675a863 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"675a863\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Advances in Structural Engineering, ASE, Multi-science publishing Company, UK.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-948ebee e-con-full e-flex e-con e-child\" data-id=\"948ebee\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c7cf643 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c7cf643\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9941ad9 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"9941ad9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>National Science Foundation (NSF), Sri Lanka, 2023.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5855668 e-con-full e-flex e-con e-child\" data-id=\"5855668\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-183abb4 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"183abb4\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-48b4a61 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"48b4a61\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Jaffna University International Research Conference 2014, Accelerated regional developments, 18 &#8211; 19, December 2014.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e746171 e-con-full e-flex e-con e-child\" data-id=\"e746171\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-421c545 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"421c545\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-af52601 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"af52601\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>IRC2023, International Research Conference of SLTC 2023, 14th and 15th December 2023.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9ecfdf0 e-con-full e-flex e-con e-child\" data-id=\"9ecfdf0\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-654e496 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"654e496\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-check\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M173.898 439.404l-166.4-166.4c-9.997-9.997-9.997-26.206 0-36.204l36.203-36.204c9.997-9.998 26.207-9.998 36.204 0L192 312.69 432.095 72.596c9.997-9.997 26.207-9.997 36.204 0l36.203 36.204c9.997 9.997 9.997 26.206 0 36.204l-294.4 294.401c-9.998 9.997-26.207 9.997-36.204-.001z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6485af3 elementor-widget__width-initial elementor-widget-mobile__width-auto elementor-widget elementor-widget-text-editor\" data-id=\"6485af3\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Moratuwa Engineering Research Conference, MERCon, 2021.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-861b52e elementor-widget elementor-widget-spacer\" data-id=\"861b52e\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6fd368b elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"6fd368b\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">Workshops (as Resource Person): <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-69b9ee3 --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-69b9ee3\" class=\"elementor-element elementor-element-69b9ee3 e-con-full e-flex e-con e-child\" data-id=\"69b9ee3\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-3db65fb elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"3db65fb\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d1ee290 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"d1ee290\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <em><strong>Computer Aided Structural Analysis <\/strong><\/em>&#8211; A four day workshop held at the Faculty of Engineering, University of Peradeniya in March 2012.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-0d8e64b --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-0d8e64b\" class=\"elementor-element elementor-element-0d8e64b e-con-full e-flex e-con e-child\" data-id=\"0d8e64b\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a161b87 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"a161b87\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f6b6aab elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"f6b6aab\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <strong><em>Practical Finite Element Analysis: Concepts and Applications\u00a0<\/em><\/strong> &#8211; A four day workshop held at the Faculty of Engineering, University of Peradeniya in March 2013.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-ec61d15 --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-ec61d15\" class=\"elementor-element elementor-element-ec61d15 e-con-full e-flex e-con e-child\" data-id=\"ec61d15\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-dc55ba5 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"dc55ba5\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-33061a0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"33061a0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <strong><em>Practical Finite Element Analysis: Concepts and Applications<\/em><\/strong>\u00a0 &#8211; A four day workshop held at the Faculty of Engineering, University of Peradeniya in March 2014.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-3385037 --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-3385037\" class=\"elementor-element elementor-element-3385037 e-con-full e-flex e-con e-child\" data-id=\"3385037\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-be77998 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"be77998\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e57686d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"e57686d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <em><strong>Structural Engineering and Finite Element Method<\/strong><\/em> \u2013 Two day workshop held at South Asian Institute of Technology and Medicine (SAITM), Malabe, in April 2014.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-a302d4f --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-a302d4f\" class=\"elementor-element elementor-element-a302d4f e-con-full e-flex e-con e-child\" data-id=\"a302d4f\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f823fd3 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f823fd3\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-df73eb0 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"df73eb0\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <strong><em>Practical Finite Element Analysis: Concepts and Applications<\/em><\/strong>\u00a0 &#8211; Four day workshop held at the Faculty of Engineering, University of Peradeniya in March 2015.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-1bd89a6 --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-1bd89a6\" class=\"elementor-element elementor-element-1bd89a6 e-con-full e-flex e-con e-child\" data-id=\"1bd89a6\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e84b313 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"e84b313\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3037698 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3037698\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <strong><em>Practical Finite Element Analysis: Concepts and Applications<\/em><\/strong>\u00a0 &#8211; Four day workshop held at the Faculty of Engineering, University of Peradeniya in October 2017.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-857e6fa --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-857e6fa\" class=\"elementor-element elementor-element-857e6fa e-con-full e-flex e-con e-child\" data-id=\"857e6fa\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-77aacbd elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"77aacbd\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-chalkboard-teacher\" viewBox=\"0 0 640 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M208 352c-2.39 0-4.78.35-7.06 1.09C187.98 357.3 174.35 360 160 360c-14.35 0-27.98-2.7-40.95-6.91-2.28-.74-4.66-1.09-7.05-1.09C49.94 352-.33 402.48 0 464.62.14 490.88 21.73 512 48 512h224c26.27 0 47.86-21.12 48-47.38.33-62.14-49.94-112.62-112-112.62zm-48-32c53.02 0 96-42.98 96-96s-42.98-96-96-96-96 42.98-96 96 42.98 96 96 96zM592 0H208c-26.47 0-48 22.25-48 49.59V96c23.42 0 45.1 6.78 64 17.8V64h352v288h-64v-64H384v64h-76.24c19.1 16.69 33.12 38.73 39.69 64H592c26.47 0 48-22.25 48-49.59V49.59C640 22.25 618.47 0 592 0z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-88ed7af elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"88ed7af\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Workshop on <strong><em>Practical Finite Element Analysis: Concepts and Applications<\/em><\/strong>\u00a0 &#8211; Four day workshop held at the Faculty of Engineering, University of Peradeniya in November 2024.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-04d7d18 elementor-widget elementor-widget-spacer\" data-id=\"04d7d18\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-aa12d9f elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"aa12d9f\" data-element_type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading\"><h4 class=\"title\">National Level Consultancy Work: <\/h4><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-6c696ce --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-6c696ce\" class=\"elementor-element elementor-element-6c696ce e-con-full e-flex e-con e-child\" data-id=\"6c696ce\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9d11223 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"9d11223\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9902aed elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"9902aed\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member of the consulting team:<\/strong> Independent structural design check of five reinforced concrete bridges designed by China Harbour Engineering Company Limited. The five bridges, under the project \u201cTrincomalee Integrated Infrastructure Project\u201d consists of Kayankerni bridge (73 m), Verugal bridge (90 m), Ralkuli bridge (180 m), Gangei bridge (250 m) and Upparu bridge (315 m), located in the eastern province of Sri Lanka. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-478a0ee --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-478a0ee\" class=\"elementor-element elementor-element-478a0ee e-con-full e-flex e-con e-child\" data-id=\"478a0ee\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-bd9ce78 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"bd9ce78\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-aece44a elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"aece44a\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member of the consulting team:<\/strong> Substructure design check of four bridges under the \u201cRegional Bridge Project\u201d- client <em>Mabey and Johnson Ltd<\/em>. United Kingdom. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-eb5ef3c --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-eb5ef3c\" class=\"elementor-element elementor-element-eb5ef3c e-con-full e-flex e-con e-child\" data-id=\"eb5ef3c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ffcd288 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"ffcd288\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-94dc346 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"94dc346\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member of the consulting team:<\/strong> Substructure design check of fourteen bridges under the \u201cRegional Bridge Project\u201d- client <em>Mabey and Johnson Ltd<\/em>. United Kingdom. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-1faa242 --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-1faa242\" class=\"elementor-element elementor-element-1faa242 e-con-full e-flex e-con e-child\" data-id=\"1faa242\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-04bc275 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"04bc275\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a16ef17 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"a16ef17\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member of the consulting team:<\/strong> The project on checking the adequacy of the strength of the existing concrete structure at Old Laxapana Power Station (First hydro power station in Sri Lanka) to accommodate the new generators and turbines which will replace the old ones under the current rehabilitation project by Messrs Voith Siemens. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f63add0 elementor-widget elementor-widget-spacer\" data-id=\"f63add0\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-54634d8 --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-54634d8\" class=\"elementor-element elementor-element-54634d8 e-con-full e-flex e-con e-child\" data-id=\"54634d8\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c3700c8 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c3700c8\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4a3491b elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"4a3491b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member of the consulting team:<\/strong> The project on checking the adequacy of the strength of the existing concrete structure at Polpitiya Power Station to accommodate the new generators and turbines which will replace the old ones under the current rehabilitation project by Messrs Voith Siemens. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f28f1ef elementor-widget elementor-widget-spacer\" data-id=\"f28f1ef\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-02a6c9c --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-02a6c9c\" class=\"elementor-element elementor-element-02a6c9c e-con-full e-flex e-con e-child\" data-id=\"02a6c9c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c3d7b0b elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"c3d7b0b\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3615e9e elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"3615e9e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Member of the consulting team:<\/strong> The project on checking the adequacy of the strength of the existing steel loading rack at Randenigala Power Station to perform crane loading test for rehabilitation work of generators. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3c61579 elementor-widget elementor-widget-spacer\" data-id=\"3c61579\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<a class=\"eael-wrapper-link-c28411d --eael-wrapper-link-tag\" href=\"http:\/\/doi.org\/10.1016\/j.camwa.2022.08.019\"><\/a><div data-eael-wrapper-link=\"eael-wrapper-link-c28411d\" class=\"elementor-element elementor-element-c28411d e-con-full e-flex e-con e-child\" data-id=\"c28411d\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0cbdc06 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"0cbdc06\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-comment-dots\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M256 32C114.6 32 0 125.1 0 240c0 49.6 21.4 95 57 130.7C44.5 421.1 2.7 466 2.2 466.5c-2.2 2.3-2.8 5.7-1.5 8.7S4.8 480 8 480c66.3 0 116-31.8 140.6-51.4 32.7 12.3 69 19.4 107.4 19.4 141.4 0 256-93.1 256-208S397.4 32 256 32zM128 272c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32zm128 0c-17.7 0-32-14.3-32-32s14.3-32 32-32 32 14.3 32 32-14.3 32-32 32z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-eca3c84 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"eca3c84\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Team leader of the consulting team:<\/strong> The project on the Consultancy Service to Review the Operation Level of Spillway Gates of Samanalawewa Dam at Belihuloya. The task was undertaken by the <em>Engineering Design Centre<\/em> (<em>EDC<\/em>), Faculty of Engineering, University of Peradeniya.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e6d1640 elementor-widget elementor-widget-spacer\" data-id=\"e6d1640\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2143969586\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969586\" data-tab-index=\"6\" style=\"--n-tabs-title-order: 6;\" class=\" elementor-element elementor-element-6007b84 e-flex e-con-boxed e-con e-child\" data-id=\"6007b84\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e265851 elementor-widget elementor-widget-spacer\" data-id=\"e265851\" data-element_type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9f50e88 e-con-full e-flex e-con e-child\" data-id=\"9f50e88\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f7ade6d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"f7ade6d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-adc2398 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"adc2398\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>GP115:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-341fb2d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"341fb2d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Calculus I<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-4165eb4 e-con-full e-flex e-con e-child\" data-id=\"4165eb4\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9060fa2 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"9060fa2\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ea14347 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"ea14347\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>GP203:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-19a92cc elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"19a92cc\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Numerical Methods for Chemical &amp; Process Engineering<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-15ebe23 e-con-full e-flex e-con e-child\" data-id=\"15ebe23\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e369b90 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"e369b90\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8784b0e elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"8784b0e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>GP315:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1d91fef elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"1d91fef\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Numerical Methods for Civil Engineering<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9a168ac e-con-full e-flex e-con e-child\" data-id=\"9a168ac\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7101d7d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"7101d7d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d7839e7 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"d7839e7\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>EM1010:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9e77607 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"9e77607\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Calculus I<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-1c1569c e-con-full e-flex e-con e-child\" data-id=\"1c1569c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-4bd6419 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"4bd6419\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c1de852 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c1de852\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>EM215:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4e6a6f8 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"4e6a6f8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Numerical Methods<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-241b79e e-con-full e-flex e-con e-child\" data-id=\"241b79e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-330a6fb elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"330a6fb\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-794e92d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"794e92d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>EM316:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6f52764 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"6f52764\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Numerical Methods for Electrical and Electronic Engineering<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-7af30fc e-con-full e-flex e-con e-child\" data-id=\"7af30fc\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9b4e77d elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"9b4e77d\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1343bfe elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"1343bfe\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>CE405:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-c12bfe9 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"c12bfe9\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Civil Engineering Project I<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-9d712c8 e-con-full e-flex e-con e-child\" data-id=\"9d712c8\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2ff267b elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"2ff267b\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b22c800 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"b22c800\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>CE406:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-66f391f elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"66f391f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Civil Engineering Project II<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-db6f23c e-con-full e-flex e-con e-child\" data-id=\"db6f23c\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d896feb elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"d896feb\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-4441328 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"4441328\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>CE619:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-78b41bc elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"78b41bc\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Computer Aided Structural Design<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e0fbfd8 e-con-full e-flex e-con e-child\" data-id=\"e0fbfd8\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ddde061 elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"ddde061\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-189b3c4 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"189b3c4\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>CE6513:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-84b5908 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"84b5908\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Numerical Methods for Civil Engineers<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-198847e e-con-full e-flex e-con e-child\" data-id=\"198847e\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-cc9ac4b elementor-view-framed elementor-widget__width-initial elementor-shape-circle elementor-widget elementor-widget-icon\" data-id=\"cc9ac4b\" data-element_type=\"widget\" data-widget_type=\"icon.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-wrapper\">\n\t\t\t<div class=\"elementor-icon\">\n\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-book\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M448 360V24c0-13.3-10.7-24-24-24H96C43 0 0 43 0 96v320c0 53 43 96 96 96h328c13.3 0 24-10.7 24-24v-16c0-7.5-3.5-14.3-8.9-18.7-4.2-15.4-4.2-59.3 0-74.7 5.4-4.3 8.9-11.1 8.9-18.6zM128 134c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm0 64c0-3.3 2.7-6 6-6h212c3.3 0 6 2.7 6 6v20c0 3.3-2.7 6-6 6H134c-3.3 0-6-2.7-6-6v-20zm253.4 250H96c-17.7 0-32-14.3-32-32 0-17.6 14.4-32 32-32h285.4c-1.9 17.1-1.9 46.9 0 64z\"><\/path><\/svg>\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8d36b6d elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"8d36b6d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>EF3020:<\/strong><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-abdeb07 elementor-widget__width-initial elementor-widget elementor-widget-text-editor\" data-id=\"abdeb07\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Social Project<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div id=\"e-n-tab-content-2143969587\" role=\"tabpanel\" aria-labelledby=\"e-n-tab-title-2143969587\" data-tab-index=\"7\" style=\"--n-tabs-title-order: 7;\" class=\" elementor-element elementor-element-17b60af e-flex e-con-boxed e-con e-child\" data-id=\"17b60af\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Prof. K. A. S. Susantha Senior ProfessorB. Sc. (Peradeniya)MEng (Thailand)DEng (Nagoya, Japan) Personal Information Academic &amp; Professional Background Research &amp; Publications Awards and Achievements Professional Activities Course Teaching Media &amp; Link Biography: Prof. K.A.S. Susantha is a professor in the &hellip; <\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-12199","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/pages\/12199","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/comments?post=12199"}],"version-history":[{"count":52,"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/pages\/12199\/revisions"}],"predecessor-version":[{"id":12695,"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/pages\/12199\/revisions\/12695"}],"wp:attachment":[{"href":"https:\/\/eng.pdn.ac.lk\/maths\/wp-json\/wp\/v2\/media?parent=12199"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}