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Article: Transverse vibration analysis of plane trusses by analytical method

TitleTransverse vibration analysis of plane trusses by analytical method
Authors
Issue Date1989
PublisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jsvi
Citation
Journal Of Sound And Vibration, 1989, v. 133 n. 1, p. 139-150 How to Cite?
AbstractThe type of plane truss considered in this paper is the Warren truss, which is built up with basic units consisting of four sets of bars pin-jointed at the nodes and subjected to transverse nodal loads. The natural vibration and dynamic response are studied for the simply supported truss with lumped masses at the nodes. Closed form solutions are deduced by using the U-transformation technique which leads to the uncoupling of the governing equations. In order to explain the procedure of the present method, the response functions for the nodal displacements of a truss subjected to the action of a suddenly applied load at a node are derived. It is obvious that the present method is also applicable to the forced vibration analysis of trusses subjected to arbitrary transverse loads applied at the nodes. © 1989.
Persistent Identifierhttp://hdl.handle.net/10722/149921
ISSN
2015 Impact Factor: 2.107
2015 SCImago Journal Rankings: 1.494

 

DC FieldValueLanguage
dc.contributor.authorCai, CWen_US
dc.contributor.authorCheung, YKen_US
dc.contributor.authorChan, HCen_US
dc.date.accessioned2012-06-26T06:00:34Z-
dc.date.available2012-06-26T06:00:34Z-
dc.date.issued1989en_US
dc.identifier.citationJournal Of Sound And Vibration, 1989, v. 133 n. 1, p. 139-150en_US
dc.identifier.issn0022-460Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/149921-
dc.description.abstractThe type of plane truss considered in this paper is the Warren truss, which is built up with basic units consisting of four sets of bars pin-jointed at the nodes and subjected to transverse nodal loads. The natural vibration and dynamic response are studied for the simply supported truss with lumped masses at the nodes. Closed form solutions are deduced by using the U-transformation technique which leads to the uncoupling of the governing equations. In order to explain the procedure of the present method, the response functions for the nodal displacements of a truss subjected to the action of a suddenly applied load at a node are derived. It is obvious that the present method is also applicable to the forced vibration analysis of trusses subjected to arbitrary transverse loads applied at the nodes. © 1989.en_US
dc.languageengen_US
dc.publisherElsevier Ltd. The Journal's web site is located at http://www.elsevier.com/locate/jsvien_US
dc.relation.ispartofJournal of Sound and Vibrationen_US
dc.titleTransverse vibration analysis of plane trusses by analytical methoden_US
dc.typeArticleen_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-s2.0-0024715888en_US
dc.identifier.volume133en_US
dc.identifier.issue1en_US
dc.identifier.spage139en_US
dc.identifier.epage150en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridCai, CW=7202874053en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridChan, HC=7403402425en_US

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