Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/3780
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dc.contributor.authorallAkyol, N.; Dokuz Eylu¨ l Universitesi, Mu¨hendislik Faku¨ ltesi, Jeofizik Mu¨hendisligˇi Bo¨lu¨mu¨ , Kaynaklar Kampusu , Buca-Izmir, Turkeyen
dc.contributor.authorallAkinci, A.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Roma1, Roma, Italiaen
dc.contributor.authorallEyidogan, H.; Istanbul Teknik U¨ niversitesi, Maden Faku¨ltesi, Jeofizik Muhendisligi Bolumuen
dc.date.accessioned2008-04-16T07:39:59Zen
dc.date.available2008-04-16T07:39:59Zen
dc.date.issued2002en
dc.identifier.urihttp://hdl.handle.net/2122/3780en
dc.description.abstractMicroearthquake recordings of local events have been used to quantify the site effects in the vicinity of Bursa City, northwest Turkey. Since the city is located near the southwest branch of the western extension of the North Anatolian Fault (NAF) zone, the importance of the seismic hazard in the region becomes progressively more important. The accelerograms of 69 earthquakes that were recorded on different geologic units, massive limestone, slope deposit and Quaternary sediment were analyzed to estimate the response of the recording sites. Site amplification functions were obtained by using three different approaches (standard spectral ratio, SSR; horizontal to vertical, H/V ratio and generalized inversion method, GIM) and the differences between the methods were also evaluated. We found large discrepancies between the SSR and H/V ratio methods, specifically; the former yields almost three times higher amplitudes than those obtained in the latter approach. Station located within the Bursa Quaternary basin (SCKR) is characterized by the largest estimates of the amplification amplitudes (8.0, 4.5 and 4.0 for SSR, H/V ratio and GIM, respectively) in all the three methods. On the other hand, stations located on deep limestone geological unit (SIGD and SKAY) show the least amplification level, ranging between 1.0 and 1.6. Three methods are able to identify resonant frequencies of the sites, although the absolute amplitudes of the amplification function are obtained different from each method.en
dc.language.isoEnglishen
dc.publisher.nameElsevieren
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen
dc.relation.ispartofseries/22 (2002)en
dc.subjectsite amplification, Bursa city, Turkey, ground motionen
dc.subjectNorthwestern Anatolian Fault, seismic hazarden
dc.titleSite amplification of S-waves in Bursa City and its vicinity, Northwestern Turkey: comparison of different approachesen
dc.typearticleen
dc.description.statusPublisheden
dc.description.pagenumber579-587en
dc.subject.INGV04. Solid Earth::04.06. Seismology::04.06.99. General or miscellaneousen
dc.description.journalTypeJCR Journalen
dc.description.fulltextreserveden
dc.contributor.authorAkyol, N.en
dc.contributor.authorAkinci, A.en
dc.contributor.authorEyidogan, H.en
dc.contributor.departmentDokuz Eylu¨ l Universitesi, Mu¨hendislik Faku¨ ltesi, Jeofizik Mu¨hendisligˇi Bo¨lu¨mu¨ , Kaynaklar Kampusu , Buca-Izmir, Turkeyen
dc.contributor.departmentIstituto Nazionale di Geofisica e Vulcanologia, Sezione Roma1, Roma, Italiaen
dc.contributor.departmentIstanbul Teknik U¨ niversitesi, Maden Faku¨ltesi, Jeofizik Muhendisligi Bolumuen
item.openairetypearticle-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextrestricted-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
crisitem.author.dept0-
crisitem.author.deptIstituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Roma1, Roma, Italia-
crisitem.author.deptIstanbul Teknik U¨ niversitesi, Maden Faku¨ltesi, Jeofizik Muhendisligi Bolumu-
crisitem.author.orcid0000-0001-8073-3420-
crisitem.author.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
crisitem.classification.parent04. Solid Earth-
crisitem.department.parentorgIstituto Nazionale di Geofisica e Vulcanologia-
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