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dc.creatorDivac, Ljubo
dc.creatorRadovanović, Slobodan
dc.creatorMirković, Nikola
dc.date.accessioned2022-11-14T08:47:29Z
dc.date.available2022-11-14T08:47:29Z
dc.date.issued2017
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2791
dc.description.abstractThe seismic response of dams is one of the most complex engineering problems because it implies interaction of concrete, water in the reservoir and rock mass in dynamic conditions. In practice, various (often unrealistic) assumptions are introduced that simplify this problem and make it quasi-static. With the development of computers and along with the growing need for more accurate analysis, it is increasingly common to use dynamic analyses that give time responses of the system and better describe the behaviour of the dam. This paper presents the concept of using the substructure method - dynamic analysis that takes into account the interaction of dam and water in the reservoir for finding the system's response in function of time - displacements, pressures, etc.sr
dc.language.isoensr
dc.publisherДГКМ ДРУШТВО НА ГРАДЕЖНИТЕ КОНСТРУКТОРИ НА МАКЕДОНИЈА / MASE MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERSsr
dc.rightsrestrictedAccesssr
dc.source17th International Symposium of Macedonian Association of Structural Engineers Natural Hazards and Structuressr
dc.subjectarch damsr
dc.subjectearthquakesr
dc.subjecthydrodynamic pressuresr
dc.subjectsubstructure methodsr
dc.titleTheoretical basis of the substructure method for the dynamic earthquake analysis of arch damssr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.citation.issue4002
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2791
dc.type.versionacceptedVersionsr


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