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dc.contributor.authorAnsal, Atilla
dc.contributor.authorTönük, Gökçe
dc.contributor.authorKurtuluş, Aslı
dc.date.accessioned2020-04-02T09:18:13Z
dc.date.available2020-04-02T09:18:13Z
dc.date.issued2019en_US
dc.identifier.citationAnsal, A., Tönük, G. & Kurtuluş, A. (June 17-20, 2019). Microzonation with respect to ground shaking intensity in Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering (ICEGE), Rome, Italy. pp. 410-425.en_US
dc.identifier.isbn9780367143282
dc.identifier.urihttp://www.7icege.com/wp-content/uploads/2019/06/7ICEGE_Programme_LR.pdf
dc.identifier.urihttps://hdl.handle.net/20.500.11779/1315
dc.description.abstractSeismic microzonation is conducted to assess the seismic hazard on the ground surface with respect to ground shaking intensity. A probabilistic seismic hazard study is conducted to define earthquake characteristics on the rock outcrop. A grid system is generated to divide the investigation area into cells according to geological and geotechnical data. Site characterizations are based on available information to define soil profiles for each cell with soil stratifications and shear wave velocities extending down to the engineering bedrock. Site-specific 1D site response analyses are carried out for all soil profiles, based on the engineering properties of encountered soil layers, selection and scaling of the sufficient number of input acceleration time histories compatible with the regional seismicity and earthquake source characteristics. The microzonation study carried out for Zeytinburnu town on the European side of Istanbul with respect to ground shaking intensity is presented. The importance of the selection of the microzonation parameters for assessing ground shaking intensity is discussed. © 2019 Associazione Geotecnica Italiana, Rome, Italy.en_US
dc.language.isoengen_US
dc.publisherCRC Press/Balkemaen_US
dc.relation.ispartof7th International Conference on Earthquake Geotechnical Engineering = ICEGEen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCell Engineeringen_US
dc.subjectGeotechnical Engineeringen_US
dc.subjectHazardsen_US
dc.subjectSeismic Responseen_US
dc.subjectShear Flowen_US
dc.subjectShear Wavesen_US
dc.subjectSite Selectionen_US
dc.subjectSoil Surveysen_US
dc.subjectSoilsen_US
dc.subjectAcceleration-Time Historyen_US
dc.subjectEngineering Propertiesen_US
dc.subjectGround Shaking Intensityen_US
dc.subjectSeismic Microzonationen_US
dc.subjectShear Wave Velocityen_US
dc.subjectSite Characterizationen_US
dc.subjectSite Response Analysisen_US
dc.subjectSoil Stratificationen_US
dc.subjectEarthquakesen_US
dc.titleMicrozonation with respect to ground shaking intensityen_US
dc.typeconferenceObjecten_US
dc.departmentMühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authoridGökçe Tönük / 0000-0002-9789-0569en_US
dc.identifier.startpage410en_US
dc.identifier.endpage425en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.description.wosidWOS:000623514300025en_US
dc.description.scopusid2-s2.0-85081169953en_US
dc.contributor.institutionauthorTönük, Gökçe
dc.description.woscitationindexConference Proceedings Citation Index – Scienceen_US
dc.description.WoSDocumentTypeProceedings Paperen_US
dc.description.WoSInternationalCollaborationUluslararası işbirliği ile yapılmayan - HAYIRen_US
dc.description.WoSPublishedMonthHaziranen_US
dc.description.WoSIndexDate2019en_US
dc.description.WoSYOKperiodYÖK - 2020-21en_US


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