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dc.contributor.authorHuang, CSen_US
dc.contributor.authorChang, MJen_US
dc.contributor.authorLeissa, AWen_US
dc.date.accessioned2014-12-08T15:16:32Z-
dc.date.available2014-12-08T15:16:32Z-
dc.date.issued2006-06-01en_US
dc.identifier.issn1077-5463en_US
dc.identifier.urihttp://dx.doi.org/10.1177/1077546306065396en_US
dc.identifier.urihttp://hdl.handle.net/11536/12217-
dc.description.abstractThis paper reports very accurate vibration frequencies of moderately thick sectorial plates with various boundary conditions and vertex angles (alpha = 90 degrees, 180 degrees, 270 degrees, 300 degrees, 330 degrees, and 355 degrees) based on Mindlin plate theory, and provides the nodal patterns of their vibration modes for the first time in the published literature. Most of the extensive frequencies presented are exact to the four digits shown. The classical Ritz method is employed, using corner functions and algebraic trigonometric functions as the admissible functions. Because the corner functions properly describe the singularity behaviors of moments and shear forces in the vicinity of the vertex of a sectorial plate, they substantially enhance the convergence and accuracy of the numerical results, which is shown by convergence studies.en_US
dc.language.isoen_USen_US
dc.subjectMindlin sectorial platesen_US
dc.subjectRitz methoden_US
dc.subjectcorner functionsen_US
dc.subjectvibrationen_US
dc.titleVibrations of mindlin sectorial plates using the ritz method considering stress singularitiesen_US
dc.typeArticleen_US
dc.identifier.doi10.1177/1077546306065396en_US
dc.identifier.journalJOURNAL OF VIBRATION AND CONTROLen_US
dc.citation.volume12en_US
dc.citation.issue6en_US
dc.citation.spage635en_US
dc.citation.epage657en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000238680000005-
dc.citation.woscount2-
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