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dc.creatorRadišić, Marko
dc.creatorNefovska-Danilović, Marija
dc.creatorPetronijević, Mira
dc.date.accessioned2020-10-26T13:31:19Z
dc.date.available2020-10-26T13:31:19Z
dc.date.issued2012
dc.identifier.issn1221-5848
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2116
dc.description.abstractThis paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load using substructure approach in the frequency domain. The dynamic system consists of two substructures, the unbounded soil region and the 3D structure. The soil is considered as an elastic, homogeneous and isotropic half-space. The impedance functions of the soil, as well as the dynamic response of the half-space to a moving vehicle are determined using the Integral Transform Method (ITM). The vertical vibrations of the structure are calculated using the Spectral Element Method. Based on this theoretical consideration, the numerical analysis is carried out and the obtained results are presented.en
dc.language.isoensr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//sr
dc.rightsrestrictedAccesssr
dc.sourceActa Technica Napocensis: Civil Engineering & Architecturesr
dc.subjectsoil-structure interactionsr
dc.subjectfrequency domainsr
dc.subjectdynamic responsesr
dc.subjectspectral elementsr
dc.subjectintegral transformsr
dc.subjectmoving loadsr
dc.subjectframe structuresr
dc.titleVertical Vibrations of 3D Structure Caused by Moving Loaden
dc.typearticlesr
dc.rights.licenseARRsr
dc.citation.epage26
dc.citation.issue2
dc.citation.spage15
dc.citation.volume56
dc.type.versionpublishedVersionsr


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