NONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS

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dc.contributor.authorYetkin, Musa
dc.contributor.authorCalayır, Yusuf
dc.contributor.authorSayın, Erkut
dc.contributor.authorKaraton, Muhammet
dc.date.accessioned2026-08-12T15:13:20Z
dc.date.issued2018
dc.departmentFırat Üniversitesi
dc.description.abstractIn this study, effect of soil flexibility on non-linear seismic response of historical Sultan Mahmut dam which is constructed as masonry arch dam type is investigated. Crest displacement and damage of the dam are evaluated. Smeared crack model which includes the strain softening is used in the nonlinear analysis for the behavior of dam material. Reservoir and soil domains are assumed to be linear elastic. Solid-fluid interaction is considered by Eulerian approach. For seismic input, artificial acceleration records are generated for four different soil groups (A, B, C and D) considering D2 seismic level. These records are acted in the stream direction to the dam-soil-reservoir system. Effect of soil flexibility on seismic response of the dam is evaluated for each soil group. ANSYS finite element program is used for the solutions
dc.identifier.endpage1022
dc.identifier.issn1304-7191
dc.identifier.issn1304-7205
dc.identifier.issue4
dc.identifier.startpage1009
dc.identifier.urihttps://hdl.handle.net/11508/30767
dc.identifier.volume36
dc.language.isoen
dc.publisherYıldız Teknik Üniversitesi
dc.publisherYildiz Technical University
dc.relation.ispartofSigma Mu?hendislik ve Fen Bilimleri Dergisi
dc.relation.ispartofSigma Journal of Engineering and Natural Sciences
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_DergiPark_20260511
dc.titleNONLINEAR SEISMIC BEHAVIOR OF A HISTORICAL DAM FOR DIFFERENT SOIL GROUPS
dc.typeArticle

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