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dc.contributor.authorLin, SCen_US
dc.contributor.authorHsiao, KMen_US
dc.date.accessioned2014-12-08T15:44:11Z-
dc.date.available2014-12-08T15:44:11Z-
dc.date.issued2001-02-15en_US
dc.identifier.issn0022-460Xen_US
dc.identifier.urihttp://dx.doi.org/10.1006/jsvi.2000.3234en_US
dc.identifier.urihttp://hdl.handle.net/11536/29847-
dc.description.abstractThe governing equations for linear vibration of a rotating Timoshenko beam are derived by the d'Alembert principle and the virtual work principle. In order to capture all inertia effect and coupling between extensional and flexural deformation, the consistent linearization of the fully geometrically non-linear beam theory is used. The effect of Coriolis force on the natural frequency of the rotating beam is considered. A method based on the power series solution is proposed to solve the natural frequency of the rotating Timoshenko beam. Numerical examples are studied to verify the accuracy of the proposed method and to investigate the effect of Coriolis force on the natural frequency of rotating beams with different angular velocity, hub radius and slenderness ratio. (C) 2001 Academic Press.en_US
dc.language.isoen_USen_US
dc.titleVibration analysis of a rotating Timoshenko beamen_US
dc.typeArticleen_US
dc.identifier.doi10.1006/jsvi.2000.3234en_US
dc.identifier.journalJOURNAL OF SOUND AND VIBRATIONen_US
dc.citation.volume240en_US
dc.citation.issue2en_US
dc.citation.spage303en_US
dc.citation.epage322en_US
dc.contributor.department機械工程學系zh_TW
dc.contributor.departmentDepartment of Mechanical Engineeringen_US
dc.identifier.wosnumberWOS:000167190400006-
dc.citation.woscount41-
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