Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/35412
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dc.contributor.authorSemerci, Aykut-
dc.date.accessioned2021-02-01T10:19:55Z
dc.date.available2021-02-01T10:19:55Z
dc.date.issued2020-12-30-
dc.identifier.isbn978-625-409-815-4-
dc.identifier.urihttps://hdl.handle.net/11499/35412-
dc.description.abstractCountries close to plate boundaries, such as Turkey, are under the threat of major earthquakes that Çameli Basin is tectonically an active region and it is located on middle of the Burdur-Fethiye fault in southwestern Anatolia. Deterministic seismic hazard analysis is a method used to evaluate the effects of potential earthquakes. The evaluation of these projects such as dams, roads, viaducts, bridges, schools, hospitals which have been built using seismic hazard analysis, in terms of geotechnical earthquake engineering is of great importance for engineering.The aim of this study is comparison of Next Generation Attenuation: (NGA) ground motion prediction models (GMPEs) and strong ground motion models developed for Turkey of Çameli Region of Denizli Province using deterministic method. Within the scope of the study, deterministic seismic hazard analysis has been performed by using earthquake magnitude (Mw), tectonic and seismic factors in the vicinity of Çameli of Denizli province since 2000. With the selected equations, 24 recorded (Mw ? 5.0) strong ground motion records were evaluated. The study area covers the region within a radius of 150 m, with reference to Çameli district center. Developed for Turkey attenuation equations such as Ulutaş et al. (2011), Beyaz et. al. (2004), Akkar and Cagnan (2010) for a civil engineering constructions such as dam, tunnel, viaduct in the study area were compared to Next Generation Attenuation: (NGA) ground motion prediction models such as Lee et al. (2008), Zhao et al. (2006), Megawati ve Pan (2010) with peak ground accelarations (PGA) values obtained from deterministic method and it defined maximum accelaration value of 0.43 g. As a result of, when the ground Accelaration graphs obtained with attenuation equations are evaluated as similarity, Ulutaş et al. (2011) and Lee et al. (2008) attenuation equation graphs are more similar according to others.en_US
dc.language.isotren_US
dc.publisheridrc 2020en_US
dc.relation.ispartof2. Uluslararası Afet ve Dirençlilik Kongresien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectDeterministic Method, Peak Ground Accelaration (PGA), NGA, Earthquake, Sismic Hazard Analysisen_US
dc.titleDenizli ili Çameli bölgesinin deterministik yöntem kullanarak yeni nesil azalım modelleri: (NGA-W1) ile Türkiye için geliştirilmiş kuvvetli yer hareketi modellerinin karşılaştırılmasıen_US
dc.title.alternativeComparison of Next Generation Attenuation: (NGA-W1) ground motion prediction models (GMPEs) and strong ground motion models developed for Turkey of Çameli Region of Denizli Province using Deterministic Methoden_US
dc.typePresentationen_US
dc.identifier.volume311en_US
dc.identifier.issue311en_US
dc.identifier.startpage305en_US
dc.identifier.endpage310en_US
dc.authorid0000-0002-2532-8868-
dc.relation.publicationcategoryDiğeren_US
dc.ownerPamukkale University-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.cerifentitytypePublications-
item.openairetypePresentation-
item.languageiso639-1tr-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept26.01. Architecture and Urban Planning-
Appears in Collections:Çameli Meslek Yüksekokulu Koleksiyonu
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