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dc.contributor.authorStevcho Mitovski, Ljupcho Petkovski, Gjorgji Kokalanov, Vasko Kokalanov, Frosina Panovskaen_US
dc.date.accessioned2024-12-26T13:37:51Z-
dc.date.available2024-12-26T13:37:51Z-
dc.date.issued2021-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/32170-
dc.description.abstractPine Flat Dam, located on King’s River, east of Fresno, California, was constructed by the US Army Corps of Engineers in 1954 with height of 122 m. The dam’s behavior was extensively studied in the 1970’s and 1980’s at the University of California at Berkeley that provide measured and calculated responses for correlation and comparison. For such purpose the dam was analyzed at action of various seismic excitations by taking in consideration linear and non-linear material properties as well and the effect of wave velocities of the rock foundation. The numerical analysis was carried out by preparation of 3D model of the dam thus applying code SOFiSTiKen_US
dc.language.isoenen_US
dc.publisherSpringer Nature Switzerland AGen_US
dc.relation.ispartofseriesLecture Notes in Civil Engineering;-
dc.subjectPine flat dam · Numerical analysis · SOFiSTiKen_US
dc.titleSeismic analysis of Pine Flat Conrete Damen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1007/978-3-030-51085-5-
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item.grantfulltextopen-
Appears in Collections:Faculty of Civil Engineering: Conference papers
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