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The effect of short columns on the performance of existing buildings

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dc.contributor.authorKocak, Ali
dc.date.accessioned2026-06-27T13:21:28Z
dc.date.issued2013
dc.description.abstractIn this study, the seismic performance of a residential building which was damaged in the 1992 Erzincan (Turkey) Earthquake (Ms = 6.8) is performed. Damages on columns due to short columns are estimated analytically implementing the shear hinges and results are compared with the observed damages on the building after the earthquake. In seismic performance evaluation, a deformation based approach is adopted, whereby the structural behavior under external and seismic loads is evaluated. Furthermore, the effects of short columns formed by band windows in basement floors are investigated analytically. The sizes of band windows are parametrically changed in order to understand the effects of short columns on overall building behavior.en
dc.description.urihttps://doi.org/10.12989/sem.2013.46.4.505
dc.identifier.doi10.12989/sem.2013.46.4.505
dc.identifier.eissn1598-6217
dc.identifier.endpage518
dc.identifier.issn1225-4568
dc.identifier.issue4
dc.identifier.startpage505
dc.identifier.urihttps://hdl.handle.net/20.500.14981/52146
dc.identifier.volume46
dc.identifier.wos000325328200004
dc.language.isoeng
dc.publisherTECHNO-PRESS
dc.relation.ispartofSTRUCTURAL ENGINEERING AND MECHANICS
dc.subjectshort columns
dc.subjectseismic performance analysis
dc.subjectpushover analysis
dc.subjectnon-linear time history analysis
dc.subjectFAILURE
dc.subjectDAMAGE
dc.subjectEngineering
dc.titleThe effect of short columns on the performance of existing buildings
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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