Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/32173
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dc.contributor.authorStevcho Mitovski, Ljupcho Petkovski, Frosina Panovskaen_US
dc.date.accessioned2024-12-26T22:35:12Z-
dc.date.available2024-12-26T22:35:12Z-
dc.date.issued2021-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/32173-
dc.description.abstractPine Flat Dam, located on King’s River, California, was constructed by the US Army Corps of Engineers in 1954 with height of 122 m. In the paper is carried out nonlinear dynamic analysis of the dam under action of ETAF (Endurance Time Acceleration Function) excitation record. The numerical analysis was carried out by plane (2D) model, that actually is spatial model at 1m’, by application of code SOFiSTiK.en_US
dc.publisherMacedonian Committee on Large Damsen_US
dc.subjectPine Flat Dam, numerical analysis, nonlinear dynamic analysis.en_US
dc.titleNonlinear dynamic analysis of concrete gravity damen_US
dc.typeArticleen_US
dc.relation.conference5th Congress on damsen_US
item.grantfulltextopen-
item.fulltextWith Fulltext-
Appears in Collections:Faculty of Civil Engineering: Conference papers
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