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Publications of Prof. K. A. S. Susantha
 
 
 

Research Publications(Recent)
  • Refereed Journals :
  • Aoki T., Takaku T., Fukumotoi Y., Susantha K.A.S. (2008). “Experimental investigation for seismic performance of framed structures having longitudinally profiled plates.” Journal of Constructional Steel Research, 64, 875-881.
  • Susantha K. A. S., Aoki T., and Hattori M. (2008). “Seismic performance improvement of circular steel columns using pre-compressed concrete-filled steel tube.” Journal of Constructional Steel Research, 64, 30-36.
  • Moragaspitiya H.N.P., and Susantha K.A.S. (2007). “Pushover analysis of slip-formed load bearing wall panels.” Journal of the Institute of Engineers, Sri Lanka, No. 4, 31-34.
  • Susantha K.A.S., Aoki T., and Jayasinghe M.T.R. (2007). “Finite element analysis of steel column subjected to bi-directional cyclic loads.” ENGINEER, Journal of the Institute of Engineers, Sri Lanka, No. 4, 35-41.
  • Susantha K. A. S., Aoki T., and Kumano T. (2006). “Strength and ductility evaluation of steel bridge piers with linearly tapered plates.” Journal of Constructional Steel Research, 62(9), 906-916.
  • Kumano T., Aoki T., Tsukamoto Y., and Susantha K. A. S. (2005). “A study on the strength and ductility of steel bridge piers with tapered plate.” J. Struct. Engrg, JSCE, No. 794/I-72, 267-280 (in Japanese).
  • Susantha K. A S., Aoki, T., Kumano T., and Yamamoto K. (2005). “Applicability of low-yield strength steel for ductility improvement of steel bridge piers.” Engineering Structures, 27, 1064-1073.
  • Fukumoto Y., Takaku T. Aoki T., and Susantha K. A. S. (2005). “Innovative use of profiles steel plates for seismic structural performance.” Advances in Structural Engineering, Vol. 8(3), 247-257.
  • Aoki T., Susantha K. A. S. (2005). “Seismic Performance of Rectangular-shaped Steel Piers under Cyclic Loading.” J. Struct. Engrg, ASCE, 131(2), 240-249.
  • Hotaka H., Susantha K. A. S., Aoki, T., Nomura, K., Takaku, T., Kumano, T. (2003). “Experiment study on seismic resistance performance of steel piers with rectangular section cross section.” J. Struct. Engrg, JSCE, Vol. 49A, 381-391 (in Japanese).
  • Ge H. B., Susantha K. A. S., Satake Y., and Usami T. (2003). “Seismic demand prediction of concrete-filled steel box columns.” Engineering Structures, 25, 337-345.
  • Ge H. B., Susantha K. A. S., and Usami T. (2002). “Comparative study of demand prediction procedure for partially concrete-filled steel bridge piers.” J. Struct. Engrg, JSCE, Vol. 48A, 675-681.
  • Susantha K. A. S., Ge H. B., and Usami T. (2002). “Cyclic analysis and capacity prediction of concrete-filled steel columns.” Earthquake Engrg. Struct. Dyn., 31, 195-216.
  • Susantha K. A. S., Ge H. B., and Usami T. (2001). “Confinement evaluation of concrete-filled box-shaped steel columns.” Steel and Composite Structures, 1(3), 313-328.
  • Susantha K. A. S., Ge H. B., and Usami T. (2001). “A capacity prediction procedure for concrete-filled steel columns.” J. Earthquake Eng., 5(4), 483-520.
  • Ge H. B, Asada H., Susantha K. A. S., and Usami T. (2001). “Unified earthquake resistance verification procedure for partially concrete-filled steel piers with thin- and thick-walled sections.” J. Struct. Engrg, JSCE, Vol. 47A, 783-792 (in Japanese).
  • Susantha K. A. S., Ge H. B., and Usami T. (2001). “Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes, Engineering Structures, 23, 1331-1347.
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  • Conference Papers :
  • Weerasooriya, R. P. and Susantha, K.A.S., “Seismic Resistant Improvement of Buildings using Braced Frames”, Transactions 2019, The Institute of Engineers, Sri Lanka.
  • Rajavijayan, K., Thevega, T., Jayasinghe, J.A.S.C. and Susantha, K.A.S., “ 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.
  • A. Bandara, C. Rathnayake, D. Ambepitiya, S. Kumara, M. Fernando, K.A.S. Susantha, “Lightning analysis on ancient and new giant stupas”, IESL Kandurata Chapter Annual Sessions 2017/2018, 2nd November, 2018, Kandy.
  • Susantha, K.A.S. and Wijesundara, K.K.W., “Seismic assessment method for RC elevated water tanks”, Proceeding of the Peradeniya university Research sessions, Sri Lanka, Vol. 20, November 2016.
  • Susantha, K.A.S. and Gunasoma, H. H. M. (2015) “Behaviour of inverted L-shaped steel piers under strong ground motions”, Proceedings of the 5th International Research Symposium on Engineering Advancements-2015, Colombo, Sri Lanka, April 2015.
  • Karunarathna and Susantha (2015) “ Concrete-filed steel tubes for performance improvement of steel truss bridges”, Proceedings of the 5th International Conference on Structural Engineering and Construction Management (ICSECM 2015), Kandy, Sri Lanka, December 2015.
  • Kiriparan, B. and Susantha, K.A.S. (2014), “Seismic performance of circular steel piers”, 1st Ruhuna International Science & technology Conference RISTCON 2014, Faculty of Science, University of Ruhuna, Matara, Sri Lanka, January 2014.
  • Wijesingha, W.M.M.M., Vasanthapragash, N. and Susantha, K.A.S. (2014) “Behaviour of intze type elevated water tanks under moderate seismic excitations”, International Conference on Sustainable Built Environment (ICSBE) 2014, Kandy, Sri Lanka, December 2014.
  • Susantha, K.A.S., Kiriparan, B. and Nirusan, A. (2013). “Dynamic characteristics of stiffened steel rigid frames.” 4th International Conference on Structural Engineering and Construction Management 2013, ICSECM, Kandy Sri Lanka, December 2013.
  • Susantha, K.A.S. (2013). “Capacity prediction of concrete-filled stiffened steel rigid-frames.” SAITM Research Symposium on Engineering Advancements 2013, Colombo, Sri Lanka, April 2013.
  • Susantha, K.A.S. (2012). “Ultimate strength and ductility of partially concrete-filled steel rigid-frame bridge piers.” International Conference in Sustainable Built Environment, ICSBE 2012, Kandy Sri Lanka, December 2012.
  • Susantha, K.A.S.and Gunasoma, H. H. M. (2012). “Seismic Demand Prediction of Eccentrically Loaded Steel Bridge Piers subjected to Moderate Earthquakes.” Transactions 2012, The Institute of Engineers, Sri Lanka.
  • Susantha, K.A.S., and Aoki, T. (2011). “Comparison of seismic performance of stiffened box columns having constant thickness plates and tapered plates.” Proceeding on International Conference on Structural Engineering, Construction and Management 2011, ICSECM 2011, Kandy, Sri Lanka, December 2011.
  • Susantha, K.A.S., and Karunaratna H.M.G.U. (2011). “Concrete-filled steel tubes for performance improvement of steel arch bridges.” Transactions 2011, The Institute of Engineers, Sri Lanka.
  • Moragaspitiya, H.N.P. And Susantha, K.A.S. (2011). “Seismic capacity of building constructed in slip formed load bearing wall panels”. 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.
  • Susantha, K.A.S, and Aoki, T. (2010). “Pre-compressed concrete-filled steel for high earthquake resisting performance”. Proceeding on International Conference on Sustainable Built Environment, Kandy, Sri Lanka,  December 2010.
  • Usami, T., Ge, H.B., and Susantha, K.A.S. (2009). “Capacity and demand prediction method for steel-concrete composite columns under severe earthquakes.” ASCCS 2009-9th International Conference on Steel Concrete Composite and Hybrid Structures. Leeds, UK, July 2009.
  • Buddhika, H.A.D.S., Jayasinghe, J.A.S.C., Susantha, K.A.S., and Dissanayeka, U.I. (2009). “Strength and displacement characteristics of steel columns subjected to moderate earthquake loads.” Proceedings of the Peradeniya University Research Sessions.
  • Susantha, K.A.S. and Aoki, T. (2008). “Influence of axial load on strength and ductility of thin walled steel columns.” Proceedings of the Peradeniya University Research Sessions.
  • Moragaspitiya, H.N.P. and Susantha, K.A.S. (2008). “Blast loading resistance capacity of slip formed load bearing wall panels.” 5th Academic Session, University of Ruhuna, Sri Lanka
  • Susantha K.A.S., and Aoki T. (2007). “Strength and ductility evaluation of rigid-frames using finite element analysis.” Proceedings of the Peradeniya University Research Sessions.
  • Susantha K.A.S. and Aoki T. (2007). “Cyclic behavior of uniform thickness and linearly tapered steel box columns.” International conference on mitigation of the risk of natural hazards, 27-28, March 2007, Peradeniya, Sri Lanka.
  • Susantha K.A.S. and Aoki T. (2007). “Effects of sectional configuration on earthquake resisting performance of rectangular-shaped steel columns.” International conference on mitigation of the risk of natural hazards, 27-28, March 2007, Peradeniya, Sri Lanka.
  • Aoki T., Takaku T., Fukumotoi Y., Susantha K.A.S., and Uenoya, M. (2006). “Improving seismic performance of bridge piers using LP steel plates.” IABSE Symposium on Responding tomorrow’s Challenges in Structural Engineering, September 13-15, Budapest, Hungary.
  • Aoki T., Susantha K.A.S., and Goya K. (2005). “Ductility improvement of steel box piers using a central compressive member.” Eurosteel Conference 2005 on Steel and Composite Structures, June 8-10, Maastricht, The Netherlands.
  • Susantha K.A.S., Takaku T., Fukumoto Y.,and Aoki T. (2005). “Seismic performance of LP steel plates in beam-column and application to highway bridge piers.” Proc. of the 1st Inter. Conf. On Advances in Experimental Structural Engineering, AESE 2005, July 19-21, Nagoya, Japan.
  • Susantha K.A.S., Aoki T., Suzuki M., and Hattori M. (2005). “Innovative method for improving seismic resistant performance of circular steel tubes.” Proc. of the 1st Inter. Conf. On Advances in Experimental Structural Engineering, AESE 2005, July 19-21, Nagoya, Japan.
  • Susantha K.A.S., Takaku, T., Fukumoto Y.,and Aoki T. (2004). “Application of LP plates to rigid-frame bridge piers.” Proc. of the Annuals of JSCE, No.59.
  • Susantha K.A.S., Aoki T., Kumano T., and Yamamoto K. (2004). “Application of low-yield strength steel in steel bridge piers.” 13th world Conference on Earthquake Engineering, Vancouver, B.C., Canada.
  • Takaku T., Fukumoto Y., Aoki T., and Susantha K.A.S. (2004). “Seismic design of bridge piers with stiffened box section using LP plates.” 13th world Conference on Earthquake Engineering, Vancouver, B.C., Canada.
  • Takahara H., Susantha K.A.S., Usami T., Kasai A., and Aoki T. (2003). “Elasto-plastic behavior of steel bridge piers subjected to 2-directional seismic loading.” Proc. of the Annuals of JSCE, No. 58.(in Japanese).
  • Ohnishi A., Susantha K.A.S., Mizuno T., Okazaki S., Takahara H., Aoki T., and Usami T. (2003). “Experimental study on strength and ductility of steel bridge piers subjected to 2-directional seismic loading.” Proc. of the Annuals of JSCE, No. 58 (in Japanese).
  • Ji B., Susantha K.A.S., and Aoki T. (2003). “Cyclic loading test on rigid connection of reinforced concrete pier and steel girder.” Fib-Symposium, Concrete Structures in Seismic Regions, Athens, Greece, 434-441.
  • Ge H. B., Susantha K. A. S., and Usami T. (2002). “Seismic demand evaluation procedure for concrete-filled steel columns.” Third International Conference on Advances in Steel Structures, Hong Kong, China, 607-614.
  • Susantha K. A. S., Ge H. B., and Usami T. (2002). “Development of confined concrete models and application in capacity prediction of concrete-filled box-shaped steel columns.” 4th Symposium on Nonlinear Numerical Analysis and its Application to Seismic Design of Steel Structures, JSCE, 185-192.
  • Susantha K. A. S., Ge H. B., and Usami T. (2000). “Importance of material models in cyclic analysis of concrete-filled steel columns.” Proc. of the Third International Summer Symposium, Tokyo, Japan.
  • Susantha, K. A. S., Ge, H. B., and Usami, T. (2001). “Strength and ductility prediction of concrete-filled steel columns through cyclic lateral load analysis.” Proc. of the Sixth Pacific Steel Structure Conference (PSSC 2001), Beijing, China, 1076-1081.
  • Susantha K. A. S., Ge H. B., and Usami T. (2001). “Numerical study on confinement evaluation of concrete in steel box section.” Proc. of the First International Conference on Steel & Composite Structures, Pusan, Korea, 1087-1094.
  • Susantha K. A. S., Ge H. B., and Usami T. (2000). “Stress strain relationship for confined concrete in circular, box, and octagonal shaped steel columns.” Proc. of the Second International Summer Symposium, Tokyo, Japan, 49-52.
  • Susantha K. A. S., Ge H. B., and Usami T. (2000). “Stress strain relationship for confined concrete in various shapes of concrete-filled steel columns.” Proc. of the Seventh International Symposium on Structural Failure and Plasticity, IMPLAST 2000, Melbourne, Australia, 381-387.
  • Abstracts :
  • Susantha K. A. S., Tetsuhiko Aoki, and Akihiro Ohnishi (2006). “Performance of steel bridge piers under bi-directional lateral load reversals.” Proceedings of the Peradeniya University Research Sessions.
  • Moragaspitiya H.N.P., Dissanayake U.I. and Susantha K.A.S. (2006). “Performance of slip-formed bearing wall panels in medium-rise building subjected to earthquake loading using finite element analysis.” 4th Academic Session, University of Ruhuna, Sri Lanka