Comparison of one dimensional dynamic analysis and microtremor measurement results

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dc.contributor.authorSubaşı, Ozan
dc.contributor.authorHaşal, M. Emre
dc.contributor.authorÖzaslan, Bilal
dc.contributor.authorİyisan, Recep
dc.contributor.authorYamanaka, Hiroaki
dc.contributor.authorChimoto, Kosuke
dc.date.accessioned2021-01-08T21:51:22Z
dc.date.available2021-01-08T21:51:22Z
dc.date.issued2019
dc.departmentTAÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionOzaslan, Bilal/0000-0001-7951-1759; Iyisan, Recep/0000-0002-0887-9983; SUBASI, OZAN/0000-0001-6931-0590en_US
dc.descriptionWOS:000486421300006en_US
dc.description.abstractThe deformation level of the surface soil layer due to strong ground motion has a considerable effect in soil-structure interaction problems. The shear strain values of the near surface soil deposits which are calculated by one dimensional (1D) seismic site response analyses can also be estimated by incorporating the results obtained from Horizontal to Vertical Spectral Ratio (HVSR) analysis of microtremor data and peak horizontal acceleration value of design ground motion. In this study, the seismic behaviors of soil layers at a site located in the vicinity of North Anatolian Fault were estimated by using the results of both 1D equivalent linear seismic site response analyses for 14 different seismic excitation records and HVSR analyses of ground ambient noise-microtremor measurement data. A correlation is proposed for elastic and elasto-plastic deformation levels of surface soil layers in order to estimate the value of shear strain due to strong ground motion.
dc.identifier.doi10.18400/tekderg.399710
dc.identifier.endpage9481en_US
dc.identifier.issn1300-3453
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-85086465257
dc.identifier.scopusqualityQ3
dc.identifier.startpage9459en_US
dc.identifier.trdizinid403686
dc.identifier.urihttp://doi.org/10.18400/tekderg.399710
dc.identifier.urihttps://hdl.handle.net/20.500.12846/186
dc.identifier.volume30en_US
dc.identifier.wosWOS:000486421300006
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakTR-Dizin
dc.institutionauthorSubaşı, Ozan
dc.language.isotr
dc.publisherTurkish Chamber Civil Engineers
dc.relation.ispartofTeknik Dergi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subject1d Seismic Site Response Analysisen_US
dc.subjectMicrotremoren_US
dc.subjectShear Strainen_US
dc.titleComparison of one dimensional dynamic analysis and microtremor measurement results
dc.typeArticle

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