An experimental study on the behavior of infilled steel frames under reversed-cycling loading

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dc.contributor.authorKaltakci, M. Y.
dc.contributor.authorKoken, A.
dc.contributor.authorKorkmaz, H. H.
dc.date.accessioned2020-03-26T17:26:24Z
dc.date.available2020-03-26T17:26:24Z
dc.date.issued2008
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this study, the behavior of nine steel frames having various infill properties under reversed-cycling loading were investigated experimentally. The steel frame systems consist of a single story with span/height ratios of 1, 1/2 and 2. The selected infill properties are no infill, brick-wall infill and brick-wall + plaster infill. The reversed-cycling loading was applied to test the specimens laterally to simulate the seismic load. Then, the displacements occurring at the specimens were measured. Strength envelopes, rigidity decreases and energy dissipation properties of the infilled frames were determined and the results obtained are compared.en_US
dc.identifier.endpage160en_US
dc.identifier.issn1028-6284en_US
dc.identifier.issueB2en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage157en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/22200
dc.identifier.volume32en_US
dc.identifier.wosWOS:000256036000007en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSHIRAZ UNIVen_US
dc.relation.ispartofIRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERINGen_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.titleAn experimental study on the behavior of infilled steel frames under reversed-cycling loadingen_US
dc.typeArticleen_US

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