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dc.creatorRadišić, Marko
dc.creatorKovačević, Dragan
dc.creatorPetronijević, Mira
dc.date.accessioned2019-04-30T13:23:21Z
dc.date.available2019-04-30T13:23:21Z
dc.date.issued2016
dc.identifier.isbn978-86-7892-839-0
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/1482
dc.description.abstractNumerical model of the soil is an essential part of the dynamic soil – structure interaction analysis. The soil model should take into account various phenomena that may occur due to dynamic loading, first of all radiation damping. In this paper, the damping phenomena is investigated by comparing the results of two different modeling approaches: analytical and discrete. Analytical model, developed by author, is obtained by using Integral transform method, based on Lame's differential equations solution. Discrete model is based on the finite element method and commercial software package Abaqus. Soil is considered an elastic, homogeneous and isotropic halfspace. Vertical vibrations due to dynamic force are considered. The results, presented for 3 characteristic frequencies, are in good agreement.en
dc.publisherDruštvo građevinskih konstruktera Srbije, Beograd
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceZbornik radova / Društvо građevinskih konstruktera Srbije, Simpozijum 2016, 15-17. septembar, Zlatiboren
dc.titleVibrations of Viscoelastic Halfspaceen
dc.typeconferenceObject
dc.rights.licenseBY-NC-ND
dc.citation.epage596
dc.citation.other: 587-596
dc.citation.spage587
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_1482
dc.type.versionpublishedVersion


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