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dc.contributor.authorOyguc, Resat
dc.contributor.authorOyguc, Evrim
dc.contributor.authorTönük, Gökçe
dc.date.accessioned2019-02-28T13:04:26Z
dc.date.accessioned2019-02-28T11:08:20Z
dc.date.available2019-02-28T13:04:26Z
dc.date.available2019-02-28T11:08:20Z
dc.date.issued2018en_US
dc.identifier.citationOyguc, R., Oyguc, E., & Tonuk, G. (July 01, 2018). Case study on seismic behavior of aseismically designed reinforced concrete frame structures. Bulletin of Earthquake Engineering, 16, 7, 3057-3080.en_US
dc.identifier.issn1570-761X
dc.identifier.urihttp://dx.doi.org/10.1007/s10518-017-0300-x
dc.identifier.urihttps://hdl.handle.net/20.500.11779/712
dc.descriptionGökçe Tönük (MEF Author)en_US
dc.description.abstractIn this study, the seismic performances of two aseismically designed plan-irregular reinforced concrete frame (RCF) households damaged during the October 23, 2011 Van earthquake are assessed. Since no strong ground motion recordings from the main shock were available, first, strong ground motion parameters of the event are evaluated and then compatible with these parameters suits of real records are selected and scaled to match with the event's simulated acceleration spectrum to be used in the analytical investigations. The results of previous reconnaissance studies, in which one of the present authors was involved, are then discussed. Capacities of the considered RCF's are determined applying a 3D single-run adaptive pushover procedure that is capable of considering the effect of plan irregularities. The performance assessment procedure based on the current 2007 Turkish Earthquake Code is then applied to these investigated buildings. Additionally, nonlinear dynamic time history analyses are carried out using the previously selected time histories. The hysteretic behavior of the considered buildings is examined as the consequence of the conducted analyses and considering the different suits of selected ground motions, the seismic response of the buildings is evaluated in terms of interstorey drifts. None of the buildings are found to satisfy the expected performance level. Moreover, the numerical results are found to have good correlation with the field observation results.en_US
dc.language.isoengen_US
dc.relation.ispartofBulletin Of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSeismic responseen_US
dc.subjectAseismic designen_US
dc.subjectVan earthquakeen_US
dc.subject3D adaptive pushoveren_US
dc.subjectPerformance assessmenten_US
dc.titleCase study on seismic behavior of aseismically designed reinforced concrete frame structuresen_US
dc.typearticleen_US
dc.departmentMühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authoridGökçe Tönük / 0000-0002-9789-0569en_US
dc.identifier.volume16en_US
dc.identifier.issue7en_US
dc.identifier.startpage3057en_US
dc.identifier.endpage3080en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.description.wosidWOS:000434706200020en_US
dc.description.scopusid2-s2.0-85039052030en_US
dc.contributor.institutionauthorOyguc, Resat
dc.description.woscitationindexScience Citation Index Expandeden_US
dc.identifier.wosqualityQ2en_US
dc.description.WoSDocumentTypeArticleen_US
dc.description.WoSInternationalCollaborationUluslararası işbirliği ile yapılmayan - HAYIRen_US
dc.description.WoSPublishedMonthTemmuzen_US
dc.description.WoSIndexDate2018en_US
dc.description.WoSYOKperiodYÖK - 2017-18en_US
dc.identifier.doi10.1007/s10518-017-0300-xen_US
dc.identifier.scopusqualityQ1en_US


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