In-plane behaviour of beam-to-column connections of corrugated web I-sections

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dc.authoridGokce, Tansu/0000-0003-1354-3963
dc.authoridKisa, M. Hasim/0000-0003-4769-2211
dc.authoridYuksel, Ercan/0000-0002-9741-1206
dc.contributor.authorAydin, R.
dc.contributor.authorYuksel, E.
dc.contributor.authorYardimci, N.
dc.contributor.authorKisa, M. Hasim
dc.contributor.authorGokce, T.
dc.date.accessioned2024-09-29T15:57:30Z
dc.date.available2024-09-29T15:57:30Z
dc.date.issued2014
dc.departmentKarabük Üniversitesien_US
dc.description.abstractThis paper presents the results of an experimental study to examine the in-plane behaviour of the moment-resisting beam-to-column connections of thin-walled sinusoidally-corrugated web I-sections. A group of specimens of nearly full-sized beam-column assemblies made of sinusoidal corrugated web I-sections were tested under cyclic loading in the Structural and Earthquake Engineering Laboratory of Istanbul Technical University (ITU). Whereas two of the specimens have corrugated panel zones, the others have flat plate panel zones, according to an existing practice. The results of the experimental works are evaluated in terms of the general behaviour of the specimens and the regional behaviour of the panel zones. Three-dimensional nonlinear finite element analysis (FEA) models are developed in ABAQUS, including nonlinear interaction along with the contacting parts. The analytical results show a satisfactory convergence with the experimental results. The specimens that had relatively thicker flat plate webs in the panel zone were more stable than those which had corrugated web panels. (C) 2014 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.jcsr.2014.04.013
dc.identifier.endpage196en_US
dc.identifier.issn0143-974X
dc.identifier.issn1873-5983
dc.identifier.scopus2-s2.0-84900504686en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage183en_US
dc.identifier.urihttps://doi.org/10.1016/j.jcsr.2014.04.013
dc.identifier.urihttps://hdl.handle.net/20.500.14619/4843
dc.identifier.volume100en_US
dc.identifier.wosWOS:000338618300016en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofJournal of Constructional Steel Researchen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCorrugated web I-sectionsen_US
dc.subjectBeam-to-column connectionen_US
dc.subjectPanel zoneen_US
dc.titleIn-plane behaviour of beam-to-column connections of corrugated web I-sectionsen_US
dc.typeArticleen_US

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