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dc.creatorLatinović, Marina
dc.creatorMišković, Zoran
dc.creatorPopović, Marko
dc.date.accessioned2021-01-28T10:26:00Z
dc.date.available2021-01-28T10:26:00Z
dc.date.issued2020
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2249
dc.description.abstractThis paper presents a dynamic behavior analysis of an old cable-stayed footbridge over river Vrbas in Banja Luka. Identification of modal parameters, of this prone to vibrations footbridge structure, was performed using Operational Modal Analysis with Frequency Domain Decomposition method. Experimental test setups and obtained results, compared to the numerical values obtained by FE model updating, are shown. Modal Assurance Criterion was used for the confirmation of the uniqueness of experimentally obtained mode shapes, and also for the comparison of FE model mode shapes to the experimentally obtained ones, in the locations of measurement.sr
dc.language.isoensr
dc.publisherUniversity of Banja Luka Faculty of Architecture, Civil Engineering and Geodesysr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36048/RS//sr
dc.rightsrestrictedAccesssr
dc.sourceInternational conference on Contemporary Theory and Practice in Construction XIVsr
dc.subjectfootbride vibrationsr
dc.subjectOperational Modal Analysissr
dc.subjectModal Assurance Criteriasr
dc.subjectmodel updatingsr
dc.titleDynamic behavior of a cable-stayed footbridge over river Vrbas in Banja Lukasr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.epage399
dc.citation.spage388
dc.identifier.doi10.7251/STP2014388L
dc.type.versionpublishedVersionsr


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