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dc.contributor.authorAtes S.
dc.contributor.authorKahya V.
dc.contributor.authorYurdakul M.
dc.contributor.authorAdanur S.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:22Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:22Z
dc.date.issued2013
dc.identifier.issn0267-7261
dc.identifier.urihttps://dx.doi.org/10.1016/j.soildyn.2013.06.006
dc.identifier.urihttps://hdl.handle.net/20.500.12403/840
dc.description.abstractConsecutive earthquakes occurred on October 23rd, 2011 in Ercis and on November 9th, 2011 in Edremit that are townships located 90. km and 18. km far from Van city in Turkey, respectively. A total of 28,000 buildings were damaged or collapsed in the city center and the surrounding villages after the Ercis earthquake. This number reached 35,000 after the Edremit earthquake. In the area where the earthquakes occurred, almost all the reinforced concrete buildings were affected.This study presents field observations of damages on reinforced concrete buildings due to the consecutive earthquakes that occurred in Van, Turkey. Damages appearing in the buildings may occur due to several reasons such as site effect, poor construction quality, poor concrete strength, poor detailing in beam-column joints, detailing of stronger beam than column, soft stories, weak stories, inadequate reinforcement, short lap splices, incorrect end hook angle, and short columns. Aftershocks also caused progressive damages on the buildings within 17 days after the earthquakes. According to the results of this study, most of the damaged buildings were not designed and constructed according to the Turkish earthquake code, the so-called Specification for Buildings to be built in Seismic Zones.© 2013 Elsevier Ltd.en_US
dc.language.isoengen_US
dc.relation.isversionof10.1016/j.soildyn.2013.06.006
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDamage
dc.subjectReinforced concrete buildings
dc.subjectVan earthquake
dc.subjectBeam-column joints
dc.subjectCity centers
dc.subjectConcrete strength
dc.subjectConstruction quality
dc.subjectDamage
dc.subjectField observations
dc.subjectProgressive damage
dc.subjectSeismic zones
dc.subjectConcrete buildings
dc.subjectConcretes
dc.subjectReinforced concrete
dc.subjectEarthquakes
dc.subjectaftershock
dc.subjectbuilding
dc.subjectearthquake damage
dc.subjectearthquake event
dc.subjectreinforced concrete
dc.subjectTurkey
dc.subjectVan
dc.subjectDamage
dc.subjectReinforced concrete buildings
dc.subjectVan earthquake
dc.subjectBeam-column joints
dc.subjectCity centers
dc.subjectConcrete strength
dc.subjectConstruction quality
dc.subjectDamage
dc.subjectField observations
dc.subjectProgressive damage
dc.subjectSeismic zones
dc.subjectConcrete buildings
dc.subjectConcretes
dc.subjectReinforced concrete
dc.subjectEarthquakes
dc.subjectaftershock
dc.subjectbuilding
dc.subjectearthquake damage
dc.subjectearthquake event
dc.subjectreinforced concrete
dc.subjectTurkey
dc.subjectVan
dc.titleDamages on reinforced concrete buildings due to consecutive earthquakes in Vanen_US
dc.typearticleen_US
dc.relation.journalSoil Dynamics and Earthquake Engineeringen_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID10642408300
dc.contributor.authorID55317290500
dc.contributor.authorID54384442000
dc.contributor.authorID12242101900
dc.identifier.volume53
dc.identifier.startpage109
dc.identifier.endpage118
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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