Behavior of tunnel form buildings under quasi-static cyclic lateral loading

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dc.contributor.authorYuksel, S. Bahadir
dc.contributor.authorKalkan, Erol
dc.date.accessioned2020-03-26T17:17:03Z
dc.date.available2020-03-26T17:17:03Z
dc.date.issued2007
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this paper, experimental investigations on the inelastic seismic behavior of tunnel forrn buildings (i.e., box-type or panel systems) are presented. Two four-story scaled building specimens were tested under quasi-static cyclic lateral loading in longitudinal and transverse directions. The experimental results and supplemental finite element simulations collectively indicate that lightly reinforced structural walls of tunnel form buildings may exhibit brittle flexural failure under seismic action. The global tension/compression couple triggers this failure mechanism by creating pure axial tension in outermost shearwalls. This type of failure takes place due to rupturing of longitudinal reinforcement without crushing of concrete, therefore is of particular interest in emphasizing the mode of failure that is not routinely considered during seismic design of shear-wall dominant structural systems.en_US
dc.identifier.doi10.12989/sem.2007.27.1.099en_US
dc.identifier.endpage115en_US
dc.identifier.issn1225-4568en_US
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage99en_US
dc.identifier.urihttps://dx.doi.org/10.12989/sem.2007.27.1.099
dc.identifier.urihttps://hdl.handle.net/20.500.12395/21238
dc.identifier.volume27en_US
dc.identifier.wosWOS:000249072500007en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTECHNO-PRESSen_US
dc.relation.ispartofSTRUCTURAL ENGINEERING AND MECHANICSen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectreinforced concreteen_US
dc.subjectshear-wallen_US
dc.subjectbrittle failureen_US
dc.subjecttunnel form buildingen_US
dc.subjectbox systemen_US
dc.subjectcyclic loadingen_US
dc.subjectfinite elementsen_US
dc.titleBehavior of tunnel form buildings under quasi-static cyclic lateral loadingen_US
dc.typeArticleen_US

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