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Conference Paper: Free vibration analysis of longitudinal arbitrarily curved box-girder structures by spline finite strip method

TitleFree vibration analysis of longitudinal arbitrarily curved box-girder structures by spline finite strip method
Authors
Cheung, YKLi, WY
Issue Date1991
Citation
Computational Mechanics, 1991, p. 1139-1144 How to Cite?
AbstractIn terms of the domain transformation concept, the spline finite strip method is extended to solve the free vibration problems of longitudinal arbitrarily curved box-girder. The method can greatly reduce the computational time when compared with the finite element method. The method will be very useful in practical design especially at the preliminary stage.
Persistent Identifierhttp://hdl.handle.net/10722/152090

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorLi, WYen_US
dc.date.accessioned2012-06-26T06:35:08Z-
dc.date.available2012-06-26T06:35:08Z-
dc.date.issued1991en_US
dc.identifier.citationComputational Mechanics, 1991, p. 1139-1144en_US
dc.identifier.urihttp://hdl.handle.net/10722/152090-
dc.description.abstractIn terms of the domain transformation concept, the spline finite strip method is extended to solve the free vibration problems of longitudinal arbitrarily curved box-girder. The method can greatly reduce the computational time when compared with the finite element method. The method will be very useful in practical design especially at the preliminary stage.en_US
dc.languageengen_US
dc.relation.ispartofComputational Mechanicsen_US
dc.titleFree vibration analysis of longitudinal arbitrarily curved box-girder structures by spline finite strip methoden_US
dc.typeConference_Paperen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0026376093en_US
dc.identifier.spage1139en_US
dc.identifier.epage1144en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridLi, WY=16219518000en_US

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