Please use this identifier to cite or link to this item: https://repository.cihe.edu.hk/jspui/handle/cihe/2746
DC FieldValueLanguage
dc.contributor.authorLeung, Andrew Yee Taken_US
dc.contributor.otherWu, G. R.-
dc.contributor.otherZhong, W. F.-
dc.date.accessioned2022-03-25T03:13:29Z-
dc.date.available2022-03-25T03:13:29Z-
dc.date.issued2004-
dc.identifier.urihttps://repository.cihe.edu.hk/jspui/handle/cihe/2746-
dc.description.abstractIn this paper, the forced vibration of a flexible beam undergoing both global motion and elastic deformation is investigated. The deformation field of the beam is described by its exact linear vibration modes. The coupled nonlinear equation which takes into account the stiffening effect is derived by applying the Lagrange equation for the moving beam. Based on the Newmark direct integration method and the Newton–Raphson iteration method, the computational procedures of the numerical method for solving the nonlinear equation are given. The simulation result of the rotating blade is compared with the others to demonstrate the efficiency of the present method.en_US
dc.language.isoenen_US
dc.publisherWorld Scientific Publishing Companyen_US
dc.relation.ispartofInternational Journal of Structural Stability and Dynamicsen_US
dc.titleVibration analysis of flexible beam undergoing both global motion and elastic deformationen_US
dc.typejournal articleen_US
dc.identifier.doi10.1142/S0219455404001409-
dc.contributor.affiliationSchool of Computing and Information Sciencesen_US
dc.relation.issn1793-6764en_US
dc.description.volume4en_US
dc.description.issue4en_US
dc.description.startpage589en_US
dc.description.endpage598en_US
dc.cihe.affiliatedNo-
item.languageiso639-1en-
item.fulltextNo Fulltext-
item.openairetypejournal article-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
crisitem.author.deptYam Pak Charitable Foundation School of Computing and Information Sciences-
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