Приказ основних података о документу

dc.creatorPetronijević, Mira
dc.creatorNefovska-Danilović, Marija
dc.creatorRadišić, Marko
dc.date.accessioned2019-04-19T14:20:15Z
dc.date.available2019-04-19T14:20:15Z
dc.date.issued2013
dc.identifier.issn0350-2465
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/525
dc.description.abstractA simple numerical model for the dynamic analysis of 20 frames in the frequency domain, based on the Spectral Element Method (SEM), is presented in the paper. The influence of soil-structure interaction is taken into account. The dynamic stiffness of rigid foundations is determined by the Integral Transform Method (ITM). Three frames with a different number of storeys are analyzed with respect to vibrations caused by tram and road traffic. The influence of the soil-structure interaction on modal frequencies and amplitudes of vibrations is considered. The assessment of the way in which humans are affected by traffic-induced vibrations is conducted according to British Standard BS:6472.en
dc.publisherCroatian Association of Civil Engineers
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.sourceGrađevinar
dc.subjecttraffic induced vibrationsen
dc.subjectframe structureen
dc.subjectintegral transform methoden
dc.subjectsoil-structure interactionen
dc.titleAnalysis of frame structure vibrations induced by trafficen
dc.typearticle
dc.rights.licenseBY
dc.citation.epage824
dc.citation.issue9
dc.citation.other65(9): 811-824
dc.citation.rankM23
dc.citation.spage811
dc.citation.volume65
dc.identifier.doi10.14256/JCE.836.2013
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3943/523.pdf
dc.identifier.scopus2-s2.0-84887488392
dc.identifier.wos000326481700003
dc.type.versionpublishedVersion


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Приказ основних података о документу