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dc.creatorPetronijević, Mira
dc.creatorNefovska-Danilović, Marija
dc.creatorTomović, Ivan
dc.date.accessioned2022-12-12T10:33:35Z
dc.date.available2022-12-12T10:33:35Z
dc.date.issued2012
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2846
dc.description.abstractIn this paper the parametric dynamic analysis of the Danube river bridge “Beska” is presented. The scope of this investigation is to analyze the effects of soil-structure interaction (SSI) and asynchronous earthquake excitations on dynamic response of a long bridge. Dynamic analysis was carried out using the computer program SAP2000, considering four real earthquake records and four different bridge models. For numerical model the recommendations of the Caltrans Bridge Design Practice were taken. The analysis was performed for fixed-base and flexible-base structure (SSI). The influence of asynchronous support motions was analyzed. The descriptions of the cases studded as well as the results analysis are presented.sr
dc.language.isoensr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceNaučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibaresr
dc.subjectanalysis of a long bridgesr
dc.subjectsoil-structure-interactionsr
dc.subjectasynchronous support excitationssr
dc.titleInfluence of soil-structure-interaction on dynamic response of a long bridgesr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/10934/Petronijevic-SSI-bridge.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2846
dc.type.versionpublishedVersionsr


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Приказ основних података о документу