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Article: Analysis of slab and girder bridges by the finite strip method

TitleAnalysis of slab and girder bridges by the finite strip method
Authors
Issue Date1970
Citation
Building Science, 1970, v. 5 n. 2, p. 95-104 How to Cite?
AbstractThe finite strip method is used for the analysis of simply-supported and continuous slab girder bridge decks of constant width. New features presented herein include the derivation of the stiffness matrix of a beam and its coupling with strips, the derivation of the stiffness matrix of a strip with longitudinal variation in thickness, and the analysis of bridges with discrete internal column supports. The finite strip method requires the operation on narrow-band matrices of small order which can be easily carried out on a small capacity computer, and the computations involved are remarkably less than in other methods. Some of the results obtained by this method are verified by model testing while other results are compared with "exact" or approximate solutions. Good agreement has been observed for all cases. © 1970.
Persistent Identifierhttp://hdl.handle.net/10722/149804
ISSN

 

DC FieldValueLanguage
dc.contributor.authorCheung, MSen_US
dc.contributor.authorCheung, YKen_US
dc.contributor.authorGhali, Aen_US
dc.date.accessioned2012-06-26T05:59:52Z-
dc.date.available2012-06-26T05:59:52Z-
dc.date.issued1970en_US
dc.identifier.citationBuilding Science, 1970, v. 5 n. 2, p. 95-104en_US
dc.identifier.issn0007-3628en_US
dc.identifier.urihttp://hdl.handle.net/10722/149804-
dc.description.abstractThe finite strip method is used for the analysis of simply-supported and continuous slab girder bridge decks of constant width. New features presented herein include the derivation of the stiffness matrix of a beam and its coupling with strips, the derivation of the stiffness matrix of a strip with longitudinal variation in thickness, and the analysis of bridges with discrete internal column supports. The finite strip method requires the operation on narrow-band matrices of small order which can be easily carried out on a small capacity computer, and the computations involved are remarkably less than in other methods. Some of the results obtained by this method are verified by model testing while other results are compared with "exact" or approximate solutions. Good agreement has been observed for all cases. © 1970.en_US
dc.languageengen_US
dc.relation.ispartofBuilding Scienceen_US
dc.titleAnalysis of slab and girder bridges by the finite strip 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-s2.0-0014856180en_US
dc.identifier.volume5en_US
dc.identifier.issue2en_US
dc.identifier.spage95en_US
dc.identifier.epage104en_US
dc.identifier.scopusauthoridCheung, MS=7201897464en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridGhali, A=7005151165en_US

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