Experimental study on hysteric behavior of composite shear walls with steel sheets

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dc.authoridKisa, M. Hasim/0000-0003-4769-2211
dc.authoridCaglar, Naci/0000-0003-4070-5534
dc.contributor.authorKisa, M. Hasim
dc.contributor.authorYuksel, S. Bahadir
dc.contributor.authorCaglar, Naci
dc.date.accessioned2024-09-29T15:57:44Z
dc.date.available2024-09-29T15:57:44Z
dc.date.issued2021
dc.departmentKarabük Üniversitesien_US
dc.description.abstractOwing to demanding structural requirements, composite shear walls have become necessary in reinforced concrete high-rise structures subjected to earthquake forces. Composite shear walls also limit the inter-story drift angles during severe earthquakes in terms of their load-carrying system performance. Within the scope of this study, two types of shear walls were constructed on a 1:3 scale. One type is a conventional reinforced concrete shear wall having boundary zones consisting of only conventional reinforcement. The other walls tested were composite shear walls having boundary zones consisting of cold-formed steel sheets (CFSSs). The dimensions of the CFSSs used in the shear wall boundary zones were 2xL19x57x7, 4xL23x69x5, and 2xL17x49x7 (mm). The composite shear walls were tested under cyclic lateral loadings, and their behaviors were investigated. Lateral force vs. top displacement curves with envelopes were evaluated from graphs based on the measurements, and crack propagations in the element were investigated step by step. Dissipated energy, ductility capacity, and rigidity properties based on the experimental results were compared.en_US
dc.description.sponsorshipSelcuk University, Scientific Research Project Funding (SU-BAP, Turkey) [14101011]en_US
dc.description.sponsorshipThe authors thank Selcuk University, Scientific Research Project Funding (SU-BAP, Turkey) for their partial financial support [Project number: 14101011].en_US
dc.identifier.doi10.1016/j.jobe.2020.101570
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85087327122en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2020.101570
dc.identifier.urihttps://hdl.handle.net/20.500.14619/4986
dc.identifier.volume33en_US
dc.identifier.wosWOS:000620656200035en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectComposite shear wallsen_US
dc.subjectCold-formed steel sheetsen_US
dc.subjectShear wall testingen_US
dc.subjectDuctilityen_US
dc.subjectStiffness degradationen_US
dc.subjectDissipated energyen_US
dc.titleExperimental study on hysteric behavior of composite shear walls with steel sheetsen_US
dc.typeArticleen_US

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