Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011

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Özet

The nonlinear seismic behavior of a collapsed reinforced concrete (RC) residential building in the city of Van in Turkey is investigated by the static pushover and nonlinear time history analyses. The selected RC structure was designed according to the 1975 version of Turkish Earthquake Code (TEC-1975). The building had experienced heavy damage, and it was demolished in the Van earthquake on October 23, 2011. The 2007 version of Turkish Earthquake Code (TEC-2007) is considered for the assessing seismic performance evaluation of the selected RC building. The RC structure presents collapse performance level under the earthquake loads. Besides, the analytical solutions show that different performance levels for the sections are obtained from the pushover and nonlinear time history methods.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/gumushane/12022Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s11069-013-0835-3Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorÇavdar, Özlem
dc.contributor.authorBayraktar, Alemdar
dc.date.accessioned2026-10-22T10:19:36.144007622Z
dc.date.available2026-10-22T10:19:36.144007622Z
dc.date.issued2014
dc.description.abstractThe nonlinear seismic behavior of a collapsed reinforced concrete (RC) residential building in the city of Van in Turkey is investigated by the static pushover and nonlinear time history analyses. The selected RC structure was designed according to the 1975 version of Turkish Earthquake Code (TEC-1975). The building had experienced heavy damage, and it was demolished in the Van earthquake on October 23, 2011. The 2007 version of Turkish Earthquake Code (TEC-2007) is considered for the assessing seismic performance evaluation of the selected RC building. The RC structure presents collapse performance level under the earthquake loads. Besides, the analytical solutions show that different performance levels for the sections are obtained from the pushover and nonlinear time history methods.
dc.identifier.doi10.1007/s11069-013-0835-3
dc.identifier.eissn1573-0840
dc.identifier.endpage673
dc.identifier.issn0921-030X
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84890930160
dc.identifier.startpage657
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/12022
dc.identifier.volume70
dc.identifier.wosWOS:000331391800033
dc.language.isoen
dc.publisherKluwer Academic Publishers
dc.relation.ispartofNatural Hazards
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectNonlinear static pushover analysis
dc.subjectNonlinear time history analysis
dc.subjectPerformance-based design
dc.subjectReinforced concrete structure
dc.subjectVan earthquake
dc.subject.classificationGeosciences, Multidisciplinary
dc.subject.classificationMeteorology & Atmospheric Sciences
dc.subject.classificationWater Resources
dc.subject.classificationGeology
dc.subject.otherTurkey
dc.subject.otherVan
dc.subject.otherbuilding code
dc.subject.othercollapse
dc.subject.otherconcrete structure
dc.subject.otherearthquake damage
dc.subject.otherearthquake event
dc.subject.otherreinforced concrete
dc.subject.otherseismic design
dc.subject.otherseismic response
dc.titlePushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus30
rdl.citation.wos23
rdl.oa.statusclosed
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)