Free vibration analysis of tapered beam-column with pinned ends embedded in Winkler-Pasternak elastic foundation

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dc.authorid0000-0003-1907-9479
dc.authorid0000-0002-2319-0447
dc.contributor.authorCivalek, Omer
dc.contributor.authorOzturk, Baki
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2010
dc.departmentNiğde ÖHÜ
dc.description.abstractThe current study presents a mathematical model and numerical method for free vibration of tapered piles embedded in two-parameter elastic foundations. The method of Discrete Singular Convolution (DSC) is used for numerical simulation. Bernoulli-Euler beam theory is considered. Various numerical applications demonstrate the validity and applicability of the proposed method for free vibration analysis. The results prove that the proposed method is quite easy to implement, accurate and highly efficient for free vibration analysis of tapered beam-columns embedded in Winkler- Pasternak elastic foundations.
dc.description.sponsorshipScientific Research Projects Unit of Akdeniz University
dc.description.sponsorshipThe financial support of the Scientific Research Projects Unit of Akdeniz University is gratefully acknowledged.
dc.identifier.doi10.12989/gae.2010.2.1.045
dc.identifier.endpage56
dc.identifier.issn2005-307X
dc.identifier.issue1
dc.identifier.startpage45
dc.identifier.urihttps://dx.doi.org/10.12989/gae.2010.2.1.045
dc.identifier.urihttps://hdl.handle.net/11480/4901
dc.identifier.volume2
dc.identifier.wosWOS:000208451100004
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherTECHNO-PRESS
dc.relation.ispartofGEOMECHANICS AND ENGINEERING
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectfree vibration
dc.subjectbeam-column
dc.subjectelastic foundation
dc.subjecttapered piles
dc.subjectdiscrete singular convolution
dc.titleFree vibration analysis of tapered beam-column with pinned ends embedded in Winkler-Pasternak elastic foundation
dc.typeArticle

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