Determination of buckling loads and mode shapes of a heavy vertical column under its own weight using the variational iteration method

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dc.contributor.authorOkay, Fuad
dc.contributor.authorAtay, Mehmet Tank
dc.contributor.authorCoçkun, Safa Bozkurt
dc.date.accessioned2024-11-07T10:40:01Z
dc.date.available2024-11-07T10:40:01Z
dc.date.issued2010
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractThis paper applies the variational iteration method for finding buckling loads and mode shapes of a heavy column. The study shows efficiency of the method and accuracy of the obtained analytic approximate solution. © Freund Publishing House Ltd.
dc.identifier.doi10.1515/IJNSNS.2010.11.10.851
dc.identifier.endpage857
dc.identifier.issn1565-1339
dc.identifier.issue10
dc.identifier.scopus2-s2.0-78650012449
dc.identifier.scopusqualityQ2
dc.identifier.startpage851
dc.identifier.urihttps://doi.org/10.1515/IJNSNS.2010.11.10.851
dc.identifier.urihttps://hdl.handle.net/11480/11357
dc.identifier.volume11
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherWalter de Gruyter GmbH
dc.relation.ispartofInternational Journal of Nonlinear Sciences and Numerical Simulation
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.subjectBuckling
dc.subjectElastic stability
dc.subjectHeavy column
dc.subjectVariational iteration method
dc.titleDetermination of buckling loads and mode shapes of a heavy vertical column under its own weight using the variational iteration method
dc.typeArticle

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