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Vertikalni odgovor grupe temelja na slojevitom tlu primenom ITM

dc.creatorRadišić, Marko
dc.creatorPetronijević, Mira
dc.date.accessioned2019-04-30T13:22:49Z
dc.date.available2019-04-30T13:22:49Z
dc.date.issued2016
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1412
dc.description.abstractIn this paper the dynamic interaction of two rigid massless foundations resting on the finite depth soil medium layer. The vertical response of a loaded and unloaded foundation of a layer over a bedrock is calculated by Integral transform method (ITM). This method is based on analytical solution of the Lamé`s differential equations of motion. A parametric analysis of vertical vibrations as a function of soil depth is carried out using a computer program developed in MATLAB. The obtained results are presented.en
dc.publisherGrađevinski fakultet Subotica, Subotica
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceZbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016en
dc.titleVertical Response of Adjacent Foundations on Layered Soil by ITMen
dc.titleVertikalni odgovor grupe temelja na slojevitom tlu primenom ITMsr
dc.typeconferenceObject
dc.rights.licenseBY-SA
dc.citation.epage558
dc.citation.other32: 549-558
dc.citation.spage549
dc.citation.volume32
dc.description.otherZbornik radova Građevinskog fakultetaen
dc.identifier.doi10.14415/konferencijaGFS2016.056
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs//bitstream/id/3509/1410.pdf
dc.type.versionpublishedVersion


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