Linear and nonlinear site response analyses to determine dynamic soil properties of Kirikkale

dc.contributor.authorSonmezer, Yetis Bulent
dc.contributor.authorBaş, Selçuk
dc.contributor.authorIsik, Nihat Sinan
dc.contributor.authorAkbas, Sami Oguzhan
dc.contributor.authorBaş, Selçuk
dc.date.accessioned2025-10-18T10:02:40Z
dc.date.created2018
dc.date.issued2018
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractIn order to make reliable earthquake-resistant design of civil engineering structures, one of the most important considerations in a region with high seismicity is to pay attention to the local soil condition of regions. It is aimed in the current study at specifying dynamic soil characteristics of Kirikkale city center conducting the 1-D equivalent linear and non-linear site response analyses. Due to high vulnerability and seismicity of the city center of Kirikkale surrounded by active many faults, such as the North Anatolian Fault (NAF), the city of Kirikkale is classified as highly earthquake-prone city. The first effort to determine critical site response parameter is to perform the seismic hazard analyses of the region through the earthquake record catalogues. The moment magnitude of the city center is obtained as M-W,=7.0 according to the recorded probability of exceedance of 10% in the last 50 years. Using the data from site tests, the 1-D equivalent linear (EL) and nonlinear site response analyses (NL) are performed with respect to the shear modulus reduction and damping ratio models proposed in literature. The important engineering parameters of the amplification ratio, predominant site period, peak ground acceleration (PGA) and spectral acceleration values are predicted. Except for the periods between the period of T=12-1.0 s, the results from the NL are obtained to be similar to the EL results. Lower spectral acceleration values are estimated in the locations of the city where the higher amplification ratio is attained or vice-versa. Construction of high-rise buildings with modal periods higher than T=1.0 s are obtained to be suitable for the city of Kirikkale. The buildings at the city center are recommended to be assessed with street survey rapid structural evaluation methods so as to mitigate seismic damages. The obtained contour maps in this study are estimated to be effective for visually characterizing the city in terms of the considered parameters.
dc.description.sponsorshipKirikkale University Scientific Research Projects (BAP) Coordination Unit [2014/54]; Kirikkale University BAP Coordination Unit
dc.description.sponsorshipThe research described in this paper was financially supported by Kirikkale University Scientific Research Projects (BAP) Coordination Unit (Project No: 2014/54). The authors would like to thank Kirikkale University BAP Coordination Unit.
dc.identifier.doi10.12989/gae.2018.16.4.435
dc.identifier.endpage448
dc.identifier.issn2005-307X
dc.identifier.issn2092-6219
dc.identifier.issue4
dc.identifier.orcidSonmezer, Yetis Bulent/0000-0002-2058-343X;
dc.identifier.scopus2-s2.0-85059679590
dc.identifier.scopusqualityQ2
dc.identifier.startpage435
dc.identifier.urihttps://doi.org/10.12989/gae.2018.16.4.435
dc.identifier.urihttps://hdl.handle.net/11772/20701
dc.identifier.volume16
dc.identifier.wosWOS:000454075300009
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofGeomechanics and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.relation.sdgGoal-11: Sustainable Cities And Communities
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWoS_20251016
dc.subjectLocal Soil Condition
dc.subjectSite Response Analysis
dc.subjectSoil Amplification
dc.subjectPeak Ground Acceleration
dc.subjectSpectral Acceleration
dc.subjectSeismic Hazard
dc.titleLinear and nonlinear site response analyses to determine dynamic soil properties of Kirikkale
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublication96cc9ab0-2026-4087-a09f-9b966e154e74
relation.isAuthorOfPublication.latestForDiscovery96cc9ab0-2026-4087-a09f-9b966e154e74

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