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Jednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćaja

dc.creatorPetronijević, Mira
dc.creatorKovačević, Dragan
dc.creatorNefovska-Danilović, Marija
dc.date.accessioned2019-04-30T13:21:18Z
dc.date.available2019-04-30T13:21:18Z
dc.date.issued2014
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1219
dc.description.abstractSimple numerical model for prediction of traffic induced vibration in buildings using wall-rigid floor-soil model is presented in this paper. Only vertical vibrations are considered. The wall is modeled using the axial spectral element, the rigid floor is modeled using effective inertial forces and the effect of soil is taken into account by the dynamic stiffness of rigid foundation on viscoelastic half space. The developed numerical model is used to predict vertical vibrations of 2-, 6- and 13-storey buildings. The calculated building vibrations are compared with the corresponding measured vibrations. The predicted responses closely mimicked the measured ones.en
dc.publisherGrađevinski fakultet Subotica, Subotica
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceMeđunarodna konferencija Savremena dostignuća u građevinarstvu 25en
dc.titleSimple wall-rigid floor soil model for prediction of traffic induced vibration in buildingsen
dc.titleJednostavan model zid-kruta tavanica-tlo za predviđanje vibracija od saobraćajasr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage337
dc.citation.other25: 331-337
dc.citation.spage331
dc.citation.volume25
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2014.044
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3412/1217.pdf
dc.type.versionpublishedVersion


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