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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65194
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dc.titleAxisymmetric free vibration analysis of cylindrical shell structures using bef analogy
dc.contributor.authorThambiratnam, D.P.
dc.contributor.authorThevendran, V.
dc.date.accessioned2014-06-17T08:14:04Z
dc.date.available2014-06-17T08:14:04Z
dc.date.issued1992-04-03
dc.identifier.citationThambiratnam, D.P.,Thevendran, V. (1992-04-03). Axisymmetric free vibration analysis of cylindrical shell structures using bef analogy. Computers and Structures 43 (1) : 145-150. ScholarBank@NUS Repository.
dc.identifier.issn00457949
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65194
dc.description.abstractA simple finite element method is presented for the axisymmetric free vibration analysis of cylindrical shell structures with uniform or varying wall thickness. The method is based on the analogy with a beam on elastic foundation, where the foundation modulus and beam flexural rigidity are replaced by appropriate parameters pertaining to the shell under consideration. The technique is attractive for implementation on a microcomputer and with few elements it gives results which compare well with other solutions. © 1992.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleComputers and Structures
dc.description.volume43
dc.description.issue1
dc.description.page145-150
dc.description.codenCMSTC
dc.identifier.isiutNOT_IN_WOS
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