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Crack Width–Seismic Intensity Relationships for Concrete Gravity Dams

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dc.contributor.author Soysal, Berat Feyza
dc.contributor.author Arıcı, Yalın
dc.date.accessioned 2023-11-30T12:38:55Z
dc.date.available 2023-11-30T12:38:55Z
dc.date.issued 2023
dc.identifier.citation Soysal, Berat Feyza; Arıcı, Yalın. (2023). "Crack Width–Seismic Intensity Relationships for Concrete Gravity Dams", Journal of Earthquake Engineering, tr_TR
dc.identifier.issn 13632469
dc.identifier.uri http://hdl.handle.net/20.500.12416/6702
dc.description.abstract Seismic assessment of plain concrete structures like gravity dams is generally conducted based on cracking. The responses of two types of gravity dams, i.e. the conventional and roller compacted concrete (RCC), were investigated in this study using a discrete element tool coupled with special reservoir elements. Using incremental dynamic analysis, the relationship between the seismic intensity measures and crack widths on the U/S face of the monolith was obtained. The damage accumulation on conventional and RCC dams was different: The cumulative cracking on the upstream face of the monolith correlated well to a seismic intensity measure representing base shear. tr_TR
dc.language.iso eng tr_TR
dc.relation.isversionof 10.1080/13632469.2023.2220048 tr_TR
dc.rights info:eu-repo/semantics/closedAccess tr_TR
dc.subject Concrete Dam-Reservoir System tr_TR
dc.subject Discrete Element tr_TR
dc.subject Roller Compacted Concrete Dam tr_TR
dc.subject Seismic İntensity Measure tr_TR
dc.subject Upstream Cracking tr_TR
dc.title Crack Width–Seismic Intensity Relationships for Concrete Gravity Dams tr_TR
dc.type article tr_TR
dc.relation.journal Journal of Earthquake Engineering tr_TR
dc.contributor.authorID 157572 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü tr_TR


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