Extension the matrices of one dimensional beam elements for solution of rectangular plates resting on elastic foundation problems

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dc.contributor.authorKarasin A.
dc.date.accessioned2024-04-24T18:46:04Z
dc.date.available2024-04-24T18:46:04Z
dc.date.issued2015
dc.departmentDicle Üniversitesien_US
dc.description.abstractComplex medium of foundations is a frequently recurring problem for many engineering structures in case of transmission of rational, vertical or horizontal forces. In general it is often difficult to find suitable analytical models for plates on elastic foundation problems. In this study, it is proposed to extend analytical solutions of the discrete one-dimensional beam elements resting on one- or two-parameter elastic foundation for solution of plate problems. Firstly, the derivations of the governing differential equations and exact shape functions are obtained. In order to observe the influences of foundation parameters, some graphical comparisons have been done on stiffness terms and the shape functions for solving general plate problems. © 2015, North Atlantic University Union. All rights reserved.en_US
dc.identifier.endpage197en_US
dc.identifier.issn1998-4448
dc.identifier.scopus2-s2.0-84934765925
dc.identifier.scopusqualityQ3
dc.identifier.startpage189en_US
dc.identifier.urihttps://hdl.handle.net/11468/25044
dc.identifier.volume9en_US
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherNorth Atlantic University Unionen_US
dc.relation.ispartofInternational Journal of Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectElastic Foundationen_US
dc.subjectFinite Elementen_US
dc.subjectShape Functionsen_US
dc.subjectStiffness Matricesen_US
dc.titleExtension the matrices of one dimensional beam elements for solution of rectangular plates resting on elastic foundation problemsen_US
dc.titleExtension the matrices of one dimensional beam elements for solution of rectangular plates resting on elastic foundation problems
dc.typeArticleen_US

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