Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/12408
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dc.contributor.authorDönmez, Cemalettinen_US
dc.contributor.authorKaraarslan, Enesen_US
dc.contributor.authorErberik, Murat Altuğen_US
dc.date.accessioned2022-08-24T13:28:16Z-
dc.date.available2022-08-24T13:28:16Z-
dc.date.issued2022-
dc.identifier.issn1300-1884-
dc.identifier.urihttp://dx.doi.org/10.17341/gazimmfd.798954-
dc.identifier.urihttps://hdl.handle.net/11147/12408-
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/1064168-
dc.description.abstractPurpose: The purpose of the presented study is to develop fragility curves for the wide-beam infill-joist block reinforced concrete structures. Theory and Methods: Nonlinear time history analyses are performed for the set of selected ground motions. The performance levels are identified through pushover analysis and fragility curves are produced for ground motion parameters. Results: Fragility curves obtained for the wide-beam RC frames presents a different characteristic than the curves obtained for the conventional frames. Conclusion: Results show that wide-beam RC frame buildings are seismically more vulnerable than the conventional deep beam RC frame buildings based on structural models with similar properties. The possible reason seems to be low lateral stiffness of wide-beam frames that causes large lateral drift demands and therefore severe damage at the wide-beam column connections.en_US
dc.language.isoenen_US
dc.publisherGazi Üniversitesien_US
dc.relationAsmolen döşemeli çerçevelerde dış merkezli yassı kiriş kolan birleşimlerinin davranışınınm incelenmesien_US
dc.relation.ispartofGazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectWide-beam RC framesen_US
dc.subjectNonlinear analysisen_US
dc.subjectFragility curvesen_US
dc.titleFragility Analysis of Wide-Beam Infill-Joist Block Rc Framesen_US
dc.title.alternativeYatık Kirişli, Tek Doğrultulu Dolgulu Dişli Döşeme Betonarme Çerçevelerin (asmolen Çerçeveler) Kırılganlık Analizien_US
dc.typeArticleen_US
dc.authorid0000-0002-8430-5623en_US
dc.institutionauthorDönmez, Cemalettinen_US
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.wosWOS:000719345300002en_US
dc.identifier.scopus2-s2.0-85119931091en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.17341/gazimmfd.798954-
dc.contributor.affiliation01. Izmir Institute of Technologyen_US
dc.contributor.affiliationUniversity of Central Floridaen_US
dc.contributor.affiliationOrta Doğu Teknik Üniversitesien_US
dc.relation.issn1300-1884en_US
dc.description.volume37en_US
dc.description.issue1en_US
dc.description.startpage159en_US
dc.description.endpage173en_US
dc.relation.grantno2015İYTE34en_US
dc.identifier.trdizinid1064168en_US
dc.identifier.wosqualityQ4-
dc.identifier.scopusqualityQ3-
item.fulltextWith Fulltext-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
TR Dizin İndeksli Yayınlar / TR Dizin Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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