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dc.contributor.authorSonmezer, Yetis Bulent
dc.contributor.authorBas, Selcuk
dc.contributor.authorIsik, Nihat Sinan
dc.contributor.authorAkbas, Sami Oguzhan
dc.date.accessioned2020-06-25T18:29:20Z
dc.date.available2020-06-25T18:29:20Z
dc.date.issued2018
dc.identifier.citationclosedAccessen_US
dc.identifier.issn2005-307X
dc.identifier.urihttps://doi.org/10.12989/gae.2018.16.4.435
dc.identifier.urihttps://hdl.handle.net/20.500.12587/7249
dc.descriptionBAS, Selcuk/0000-0003-0462-0509en_US
dc.descriptionWOS: 000454075300009en_US
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.en_US
dc.description.sponsorshipKirikkale University Scientific Research Projects (BAP) Coordination UnitKirikkale University [2014/54]; Kirikkale University BAP Coordination Uniten_US
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.en_US
dc.language.isoengen_US
dc.publisherTechno-Pressen_US
dc.relation.isversionof10.12989/gae.2018.16.4.435en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectlocal soil conditionen_US
dc.subjectsite response analysisen_US
dc.subjectsoil amplificationen_US
dc.subjectpeak ground accelerationen_US
dc.subjectspectral accelerationen_US
dc.subjectseismic hazarden_US
dc.titleLinear and nonlinear site response analyses to determine dynamic soil properties of Kirikkaleen_US
dc.typearticleen_US
dc.contributor.departmentKırıkkale Üniversitesien_US
dc.identifier.volume16en_US
dc.identifier.issue4en_US
dc.identifier.startpage435en_US
dc.identifier.endpage448en_US
dc.relation.journalGeomechanics And Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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