Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5171
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dc.contributor.authorDönmez, Cemalettin-
dc.contributor.authorÇankaya, Mehmet Alper-
dc.date.accessioned2017-03-29T07:03:43Z-
dc.date.available2017-03-29T07:03:43Z-
dc.date.issued2013-07-
dc.identifier.citationDönmez, C., and Çankaya, M. A. (2013). Effect of infill walls on the drift behavior of reinforced concrete frames subjected to lateral-load reversals. Journal of Earthquake Engineering, 17(5), 611-636. doi:10.1080/13632469.2013.768562en_US
dc.identifier.issn1363-2469-
dc.identifier.issn1363-2469-
dc.identifier.urihttps:///doi.org/10.1080/13632469.2013.768562-
dc.identifier.urihttp://hdl.handle.net/11147/5171-
dc.description.abstractFour-story, single-bay, 1/5 scaled reinforced concrete frames were tested with and without infill walls. Frames were subjected to pseudo-static cyclic loading. In addition, impact hammer measurements were made to obtain the natural frequencies and modal shapes at certain drift levels. It was observed that infill walls cause major changes on both the stiffness and the drift behavior of the frames. Effect of observed changes can be either advantageous or disadvantageous depending on failure mode. Results showed that the distribution of drift that is based on the mode shapes has higher local concentrations than the distribution observed under forced static conditions.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (MAG-104I107)en_US
dc.language.isoenen_US
dc.publisherTaylor and Francis Ltd.en_US
dc.relationinfo:eu-repo/grantAgreement/TUBITAK/MAG/104I107en_US
dc.relationModal Deney Yöntemi İle Betonarme Yapılarda Taşıyıcı Çerçeve-Bölme Duvar Etkileşiminin İncelenmesi-
dc.relation.ispartofJournal of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectInfillen_US
dc.subjectCyclic loaden_US
dc.subjectMode shapesen_US
dc.subjectConcretesen_US
dc.subjectInter-story drift ratiosen_US
dc.subjectReinforced concreteen_US
dc.titleEffect of infill walls on the drift behavior of reinforced concrete frames subjected to lateral-load reversalsen_US
dc.typeArticleen_US
dc.authoridTR49301en_US
dc.authoridTR115904en_US
dc.institutionauthorDönmez, Cemalettin-
dc.institutionauthorÇankaya, Mehmet Alper-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume17en_US
dc.identifier.issue5en_US
dc.identifier.startpage611en_US
dc.identifier.endpage636en_US
dc.identifier.wosWOS:000318974200001en_US
dc.identifier.scopus2-s2.0-84877938856en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1080/13632469.2013.768562-
dc.relation.doi10.1080/13632469.2013.768562en_US
dc.coverage.doi10.1080/13632469.2013.768562en_US
dc.relation.grantno104I107-
dc.identifier.wosqualityQ2-
dc.identifier.scopusqualityQ2-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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