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Article: Exact method for static analysis of periodic structures

TitleExact method for static analysis of periodic structures
Authors
Issue Date1989
PublisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/em.html
Citation
Journal Of Engineering Mechanics, 1989, v. 115 n. 2, p. 415-434 How to Cite?
AbstractThe U-transform method has been applied successfully to the vibration analysis of infinite periodic continuous beams and has been proven to be a very useful exact analytical method for analyzing periodic structures. In this paper it is established that this method can be applied to the rigorous analysis of some finite periodic structures under all types of static loading conditions as well. In order to demonstrate this fact, a continuous beam and a continuous plate with finite or infinite number of spans under uniformly distributed or concentrated static loading conditions are analyzed and presented as examples. The solutions obtained are rigorous analytical solutions without any restriction on the condition of loading.
Persistent Identifierhttp://hdl.handle.net/10722/149915
ISSN
2015 Impact Factor: 1.346
2015 SCImago Journal Rankings: 0.747

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorChan, HCen_US
dc.contributor.authorCai, CWen_US
dc.date.accessioned2012-06-26T06:00:32Z-
dc.date.available2012-06-26T06:00:32Z-
dc.date.issued1989en_US
dc.identifier.citationJournal Of Engineering Mechanics, 1989, v. 115 n. 2, p. 415-434en_US
dc.identifier.issn0733-9399en_US
dc.identifier.urihttp://hdl.handle.net/10722/149915-
dc.description.abstractThe U-transform method has been applied successfully to the vibration analysis of infinite periodic continuous beams and has been proven to be a very useful exact analytical method for analyzing periodic structures. In this paper it is established that this method can be applied to the rigorous analysis of some finite periodic structures under all types of static loading conditions as well. In order to demonstrate this fact, a continuous beam and a continuous plate with finite or infinite number of spans under uniformly distributed or concentrated static loading conditions are analyzed and presented as examples. The solutions obtained are rigorous analytical solutions without any restriction on the condition of loading.en_US
dc.languageengen_US
dc.publisherAmerican Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/em.htmlen_US
dc.relation.ispartofJournal of Engineering Mechanicsen_US
dc.titleExact method for static analysis of periodic structuresen_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-s2.0-0024606651en_US
dc.identifier.volume115en_US
dc.identifier.issue2en_US
dc.identifier.spage415en_US
dc.identifier.epage434en_US
dc.publisher.placeUnited Statesen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridChan, HC=7403402425en_US
dc.identifier.scopusauthoridCai, CW=7202874053en_US

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