Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/6147
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dc.contributor.authorDemirdağ, Oktay-
dc.contributor.authorYesilce, Y.-
dc.date.accessioned2019-08-16T12:04:34Z
dc.date.available2019-08-16T12:04:34Z
dc.date.issued2011-
dc.identifier.isbn09659978 (ISSN)-
dc.identifier.urihttps://hdl.handle.net/11499/6147-
dc.identifier.urihttps://doi.org/10.1016/j.advengsoft.2011.06.002-
dc.description.abstractIn this study free vibration analysis of a Timoshenko column with a tip mass having rotary inertia is carried out by both exact solution and differential transform method (DTM). The support of the system is modeled by an elastic spring against rotation. Fixity factor is used to define the relative stiffness of the elastic connection and the column. The governing equation of the column is solved by the separation of variables method including the rotatory inertia to get the exact solution. The same problem is also solved by DTM algorithm and the results are compared with the ones of exact solution. The comparison tables are presented in numerical analysis to show that a very good agreement is observed for DTM. © 2011 Elsevier Ltd. All rights reserved.en_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofAdvances in Engineering Softwareen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDifferential transform methoden_US
dc.subjectElastic supporten_US
dc.subjectFree vibrationen_US
dc.subjectNatural frequenciesen_US
dc.subjectPartial differential equationen_US
dc.subjectTimoshenko columnen_US
dc.subjectBeams and girdersen_US
dc.subjectFlow measurementen_US
dc.subjectNumerical analysisen_US
dc.subjectPartial differential equationsen_US
dc.subjectElastic springsen_US
dc.subjectExact solutionen_US
dc.subjectFree-vibration analysisen_US
dc.subjectGoverning equationsen_US
dc.subjectRelative stiffnessen_US
dc.subjectRotary inertiasen_US
dc.subjectRotatory inertiaen_US
dc.subjectSeparation of variables methoden_US
dc.subjectTip massen_US
dc.subjectVibration analysisen_US
dc.titleSolution of free vibration equation of elastically supported Timoshenko columns with a tip mass by differential transform methoden_US
dc.typeArticleen_US
dc.identifier.volume42en_US
dc.identifier.issue10en_US
dc.identifier.startpage860
dc.identifier.startpage860en_US
dc.identifier.endpage867en_US
dc.identifier.doi10.1016/j.advengsoft.2011.06.002-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-79960844665en_US
dc.identifier.wosWOS:000293872100016en_US
dc.ownerPamukkale University-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairetypeArticle-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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