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dc.contributor.authorBayrak, Osman Fatih
dc.contributor.authorYedek, Seda
dc.contributor.authorErdem, Muhammet Musab
dc.contributor.authorBikçe, Murat
dc.date.accessioned2021-01-11T12:16:27Z
dc.date.available2021-01-11T12:16:27Z
dc.date.issued2018en_US
dc.identifier.citationBayrak, O.F., Yedek, S., Erdem, M. M., Bikçe, M. (2018). Investigating the effect of infill walls on steel frame structures. Challenge Journal of Structural Mechanics, 4(1), 27 - 32. https://doi.org/10.20528/cjsmec.2018.01.005en_US
dc.identifier.urihttps://doi.org/10.20528/cjsmec.2018.01.005
dc.identifier.urihttps://hdl.handle.net/20.500.12508/1683
dc.description.abstractInfill walls consisting of materials such as hollow concrete, hollow clay and auto-claved aerated concrete bricks are not only preferred in reinforced concrete build-ings but also in steel frame structures. It is a well-known fact that infill walls limit the displacement of frames under horizontal loads. However, they may also bring about certain problems due to being placed randomly in horizontal and discontinuously in vertical directions for some architectural reasons. Moreover, cracks in frame-wall joints are observed in steel frame structures in which ductile behaving steel and brit-tle behaving infill walls are used together. In this study, the effect of infill walls on steel frames has been investigated. In the steel frame structure chosen for the study, four different situations consisting of different combinations of infill walls have been modeled by using ETABS Software. Later, the pushover analyses have been per-formed for all the models and their results have been compared. As a result of the analyses done by using the equivalent diagonal strut model, it has been found out that infill walls limit the displacement of steel frames and increase the performance of a structure. However, it has been also determined that in the steel frame structure in which the infill walls have been placed discontinuously in vertical and asymmetri-cally in horizontal, infill walls may lead to torsional and soft story irregularities. As a result, it is possible to observe cracks in the joints of infill walls and steel frame, the deformation properties of which differ, unless necessary precautions are taken.en_US
dc.language.isoengen_US
dc.publisherChallenge Journal of Structural Mechanicsen_US
dc.relation.isversionof10.20528/cjsmec.2018.01.005en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSteel structuresen_US
dc.subjectInfill wallsen_US
dc.subjectNon-structural cracks in elementsen_US
dc.subjectModeling of infill wallsen_US
dc.titleInvestigating the effect of infill walls on steel frame structuresen_US
dc.typearticleen_US
dc.relation.journalChallenge Journal of Structural Mechanicsen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume4en_US
dc.identifier.issue1en_US
dc.identifier.startpage27en_US
dc.identifier.endpage32en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorBayrak, Osman Fatih
dc.contributor.isteauthorYedek, Seda
dc.contributor.isteauthorErdem, Muhammet Musab
dc.contributor.isteauthorBikçe, Murat
dc.relation.indexTR-Dizinen_US


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