Evaluation of the dynamic response of the Damlapinar CFR dam

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dc.contributor.authorTerzi, Niyazi Uğur
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T09:15:57Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T09:15:57Z
dc.date.issued2011
dc.departmentMühendislik Fakültesi
dc.description.abstractConcrete faced rock-fill (CFR) dams are now very popular. The structural complexity of these dams and the high risk associated with the social and environmental consequences of failures require very reliable analyses of their performance, especially as regards seismic loading. In this paper, a dynamic analysis procedure for CFR dams is proposed and described, using the DamlapA +/- nar CFR dam as a case study. The acceleration time history and maximum horizontal peak ground acceleration values were developed based on maximum credible earthquakes over 50 years from nearby seismic sources. Numerical studies showed that the DamlapA +/- nar CFR dam will remain stable under the maximum credible earthquake with a peak ground acceleration of 0.15 g. According to the numerical results, earthquake-induced deformations of the dam are expected to be within the safety margins determined by the Ministry of Public Works and Settlement, Turkey. The results also indicate that a non-linear analysis capable of capturing dominant non-linear mechanisms can be used to assess the stability of CFR dams.
dc.identifier.doi10.1007/s10064-010-0330-y
dc.identifier.endpage438en_US
dc.identifier.issn1435-9529
dc.identifier.issue3en_US
dc.identifier.scopusqualityQ1
dc.identifier.startpage429en_US
dc.identifier.urihttps://doi.org/10.1007/s10064-010-0330-y
dc.identifier.urihttps://hdl.handle.net/20.500.12451/4504
dc.identifier.volume70en_US
dc.identifier.wosWOS:000293184800008
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Heidelberg
dc.relation.ispartofBulletin of Engineering Geology and The Environment
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectCFR Dam
dc.subjectSeismic Analysis
dc.subjectSlope Stability
dc.titleEvaluation of the dynamic response of the Damlapinar CFR dam
dc.typeArticle

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