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dc.contributor.authorSonmezer, Y. Bulent
dc.contributor.authorKalkan, Ilker
dc.contributor.authorBas, Selcuk
dc.contributor.authorAkbas, S. Oguzhan
dc.date.accessioned2020-06-25T18:29:26Z
dc.date.available2020-06-25T18:29:26Z
dc.date.issued2018
dc.identifier.citationclosedAccessen_US
dc.identifier.issn0921-030X
dc.identifier.issn1573-0840
dc.identifier.urihttps://doi.org/10.1007/s11069-018-3347-3
dc.identifier.urihttps://hdl.handle.net/20.500.12587/7314
dc.descriptionBAS, Selcuk/0000-0003-0462-0509en_US
dc.descriptionWOS: 000442515600006en_US
dc.description.abstractThe present study pertains to the estimation of the significance of the use of the local acceleration spectrum of a region rather than the design spectra based on the linear time-history analyses of real structures in the region. The study was realized in three stages: (1) development of the target spectrum of the bedrock level accounting for the possible devastative earthquake, the distance of the region to the main fault and the earthquake magnitude; (2) establishment of the surface (local) spectrum of the region based on the bedrock spectrum and soil profile; and (3) the linear time-history analyses of the existing R/C building structures from the studied region using earthquake records that were produced by spectral matching according to the site-depended local spectrum and the design spectra of the seismic code. For this objective, the city of Kirikkale, located in mid-Anatolia, was adopted as the study region owing to the high seismic risk of the region and the presence of abundant poorly designed and poorly or non-engineered structures. The analyses indicated that the use of the local spectrum instead of the code design spectra is rather crucial in R/C structures with irregular story plans. In addition, structures with high eccentricity were obtained to be rather affected from earthquake motions compared to those with regular story plan. The use of the code design spectra provides closer and more conservative base shear, base overturning moment and lateral displacement estimates in R/C structures with regular story plans.en_US
dc.description.sponsorshipScientific Research Projects Unit of Kirikkale University, Turkey [2014/054]en_US
dc.description.sponsorshipThe present paper is a condensation of the doctoral dissertation completed by Dr. Yetis Bulent Sonmezer under the supervision of Dr. Sami Oguzhan Akbas. The financial support provided by the Scientific Research Projects Unit of Kirikkale University, Turkey, with the research Project No. 2014/054 is gratefully acknowledged.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.relation.isversionof10.1007/s11069-018-3347-3en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSeismic hazard analysisen_US
dc.subjectSeismic performanceen_US
dc.subjectReinforced concrete structuresen_US
dc.subjectLinear time-history analysisen_US
dc.subjectSite response analysisen_US
dc.subjectSurface response spectrumen_US
dc.subjectSoil amplificationen_US
dc.titleEffects of the use of the surface spectrum of a specific region on seismic performances of R/C structuresen_US
dc.typearticleen_US
dc.contributor.departmentKırıkkale Üniversitesien_US
dc.identifier.volume93en_US
dc.identifier.issue3en_US
dc.identifier.startpage1203en_US
dc.identifier.endpage1229en_US
dc.relation.journalNatural Hazardsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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