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Performance assessment of irregular RC buildings with shear walls after Earthquake

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dc.contributor.authorKocak, Ali
dc.contributor.authorZengin, Basak
dc.contributor.authorKadioglu, Fethi
dc.date.accessioned2026-06-27T13:43:37Z
dc.date.issued2015
dc.description.abstractThis paper discusses the behavior of frame-wall irregularity on established existing reinforced concrete (RC) structures that were subjected to the 1999 Kocaeli Earthquake in Turkey. In particular, reference is made to the nonlinear static analysis and nonlinear dynamic analysis of reinforced concrete (RC) structures containing shear walls. The layered shell model has been chosen due to its advantages. The damage observed after reconnaissance studies has been captured using the 3D model. The imperfections that the irregularity effects caused are discussed throughout the paper. (C) 2015 Elsevier Ltd. All rights reserved.en
dc.description.urihttps://doi.org/10.1016/j.engfailanal.2015.05.016
dc.identifier.doi10.1016/j.engfailanal.2015.05.016
dc.identifier.eissn1873-1961
dc.identifier.endpage168
dc.identifier.issn1350-6307
dc.identifier.startpage157
dc.identifier.urihttps://hdl.handle.net/20.500.14981/54530
dc.identifier.volume55
dc.identifier.wos000360656300013
dc.language.isoeng
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD
dc.relation.ispartofENGINEERING FAILURE ANALYSIS
dc.subjectNonlinear static procedures
dc.subjectPushover
dc.subjectTime history
dc.subjectShear wall
dc.subjectIrregular RC building
dc.subjectMODAL PUSHOVER ANALYSIS
dc.subjectSEISMIC DEMANDS
dc.subjectEngineering
dc.subjectMaterials Science
dc.titlePerformance assessment of irregular RC buildings with shear walls after Earthquake
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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