Dynamic analysis of beams on viscoelastic foundation

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dc.contributor.authorCalim, Faruk Firat
dc.date.accessioned2024-09-18T21:00:19Z
dc.date.available2024-09-18T21:00:19Z
dc.date.issued2009
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThis study is intended to analyze dynamic behavior of beams on Pasternak-type viscoelastic foundation subjected to time-dependent loads. The Timoshenko beam theory is adopted in the derivation of the governing equation. Ordinary differential equations in scalar form obtained in the Laplace domain are solved numerically using the complementary functions method to calculate exactly the dynamic stiffness matrix of the problem. The solutions obtained are transformed to the real space using the Durbin's numerical inverse Laplace transform method. The dynamic response of beams on viscoelastic foundation is analyzed through various examples. (C) 2008 Elsevier Masson SAS. All rights reserved.en_US
dc.identifier.doi10.1016/j.euromechsol.2008.08.001
dc.identifier.endpage476en_US
dc.identifier.issn0997-7538
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-60449103287en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage469en_US
dc.identifier.urihttps://doi.org/10.1016/j.euromechsol.2008.08.001
dc.identifier.urihttps://hdl.handle.net/20.500.12483/12588
dc.identifier.volume28en_US
dc.identifier.wosWOS:000264478500008en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherGauthier-Villars/Editions Elsevieren_US
dc.relation.ispartofEuropean Journal of Mechanics A-Solidsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectTimoshenko beamen_US
dc.subjectViscoelastic foundationen_US
dc.subjectVibrationen_US
dc.titleDynamic analysis of beams on viscoelastic foundationen_US
dc.typeArticleen_US

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