THE BEHAVIOR OF INFILLED STEEL FRAMES UNDER REVERSE CYCLIC LOADING

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dc.contributor.authorKaltakci, M. Yasar
dc.contributor.authorKoken, Ali
dc.date.accessioned2020-03-26T18:58:34Z
dc.date.available2020-03-26T18:58:34Z
dc.date.issued2014
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThe objective of this study was to make an experimental investigation on the behavior of nine steel frames with various infill characteristics under reverse cyclic loading. The test specimens, which were one-story steel frames, had the frame length/height ratios (1/h) of 1, 1/2, and 2. The infill characteristics of the specimens were assigned as i) no infill, ii) brick wall infill, iii) brick wall+plaster infill. The specimens were tested under reverse cyclic loading representing the seismic loading in the horizontal direction, and the displacement values obtained during the tests were measured and recorded in a digital manner. At the end of the tests, the infilled frames were evaluated in terms of failure types, strength envelopes, energy consumption characteristics, and stiffness decreases by comparing the test results.en_US
dc.identifier.endpage215en_US
dc.identifier.issn1816-112Xen_US
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage200en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/31181
dc.identifier.volume10en_US
dc.identifier.wosWOS:000336350900005en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherHONG KONG INST STEEL CONSTRUCTIONen_US
dc.relation.ispartofADVANCED STEEL CONSTRUCTIONen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectSteel frames with infill wallsen_US
dc.subjectseismic behavior of infilled steel framesen_US
dc.titleTHE BEHAVIOR OF INFILLED STEEL FRAMES UNDER REVERSE CYCLIC LOADINGen_US
dc.typeArticleen_US

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