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dc.creatorRadišić, Marko
dc.date.accessioned2020-10-30T11:02:20Z
dc.date.available2020-10-30T11:02:20Z
dc.date.issued2012
dc.identifier.isbn978-86-82707-21-9
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2137
dc.description.abstractIn this paper the impedance functions of a stiff rectangular foundation laying on a half-space obtained with the help of the Integral Transform Method (ITM) are presented. ITM is an efficient method to calculate wave propagation in an elastic homogeneous or layered half-space. With the help of Helmholtz decomposition, Fourier Transform and Inverse Fourier Transform the wave equations can be easily solved. Using ITM method the dynamic stiffness of flexible foundation is determined first. Then, the impedance functions of the stiff foundation are obtained using kinematics transformation matrix. The obtained results are compared with impedance functions from the literature.en
dc.language.isoensr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS//sr
dc.rightsrestrictedAccesssr
dc.sourceGrađevinarstvo - Nauka i praksasr
dc.subjectimpedancesr
dc.subjectdynamic analysissr
dc.subjectfrequency domainsr
dc.subjectintegral transform methodsr
dc.titleCalculation of Impedance Functions by Usage of Integral Transform Methoden
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.citation.epage312
dc.citation.spage305
dc.type.versionupdatedVersionsr


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