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dc.contributor.authorLeissa, A. W.en_US
dc.contributor.authorHuang, C. S.en_US
dc.contributor.authorChang, M. J.en_US
dc.date.accessioned2014-12-08T15:05:35Z-
dc.date.available2014-12-08T15:05:35Z-
dc.date.issued2007-09-01en_US
dc.identifier.issn0219-4554en_US
dc.identifier.urihttp://dx.doi.org/10.1142/S0219455407002356en_US
dc.identifier.urihttp://hdl.handle.net/11536/4118-
dc.description.abstractAccurate free vibration frequencies and mode shapes are presented for complete sets of moderately thick, cantilevered skew plates of triangular, trapezoidal and parallelogram shape. These accurate results are obtained by using the Ritz method applied to the Mindlin plate theory. Two sets of functions are employed simultaneously for each of the three dependent variables: transverse displacement (w) and bending rotations (phi(x) and phi(y)). One set is the widely used algebraic polynomials. The other is the set of corner functions which provide the proper stress singularities in the reentrant clamped-free corner, and accelerates the convergence of the solutions. The extensive frequencies presented are exact to the four digits shown. Corresponding mode shapes are also shown, by means of nodal patterns, most of which are novel in the published literature.en_US
dc.language.isoen_USen_US
dc.subjectRitz methoden_US
dc.subjectcorner functionen_US
dc.subjectMindlin skew plateen_US
dc.subjectfree vibrationen_US
dc.titleAccurate frequencies and mode shapes for moderately thick, cantilevered, skew platesen_US
dc.typeArticle; Proceedings Paperen_US
dc.identifier.doi10.1142/S0219455407002356en_US
dc.identifier.journalINTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICSen_US
dc.citation.volume7en_US
dc.citation.issue3en_US
dc.citation.spage425en_US
dc.citation.epage440en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000251004800005-
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