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dc.contributor.authorIdris, Y.en
dc.contributor.authorOzbakkaloglu, T.en
dc.identifier.citationProceedings of the 12th International Symposium on Structural Engineering (ISSE-12), 2012 / pp.1201-1207en
dc.description.abstractThis paper reports on the first experimental study on the seismic behavior of FRP-concrete-steel composite double-skin tubular columns (DSTCs). Six DSTCs that were made of high-strength concrete (HSC) were tested under constant axial compression and reversed-cyclic lateral loading. The main parameters of the experimental study included the axial load level, level of confinement, concrete strength and thickness of inner steel tube. Test results indicate that DSTCs are capable of developing very high inelastic deformation capacities under simulated seismic loading, which makes them attractive alternative for construction of new earthquake-resistant columns. Examination of the test results have lead to a number of significant conclusions in regards to the influence of the important column parameters on the performance of DSTCs. These results are presented together with a discussion on the influence of the main parameters on the seismic behavior of DSTCs.en
dc.description.statementofresponsibilityYunita Idris and Togay Ozbakkalogluen
dc.publisherScience Pressen
dc.rightsCopyright status unknownen
dc.subjectFiber reinforced polymer; high-strenght concrete; confinement; columns; tubes; ductilityen
dc.titleSeismic behavior of FRP-concrete-steel double skin tubular columnsen
dc.typeConference paperen
dc.contributor.conferenceInternational Symposium on Structural Engineering (ISSE-12) (17 Nov 2012 - 19 Nov 2012 : Wuhan, China)en
pubs.library.collectionCivil and Environmental Engineering publicationsen
dc.identifier.orcidOzbakkaloglu, T. [0000-0003-3015-736X]en
Appears in Collections:Civil and Environmental Engineering publications

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