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Article: Static and dynamic behaviour of rectangular plates using higher order finite strips

TitleStatic and dynamic behaviour of rectangular plates using higher order finite strips
Authors
Issue Date1972
Citation
Building Science, 1972, v. 7 n. 3, p. 151-158 How to Cite?
AbstractA higher order finite strip using basic function series in the longitudinal direction and a quintic polynomial in the other direction is developed in this paper and applied to various static and dynamic problems in plates. Excellent results have been obtained for all cases. In the finite strip method, the basic function series satisfy the end conditions in the longitudinal direction of the plate a priori, and a two-dimensional plate bending problem can thus be reduced to a one-dimensional 'equivalent' beam problem. As a result, the size as well as the band width of the stiffness matrix has been greatly reduced, and the whole procedure can be programmed on small computers. Also little input data is required for such a program. © 1972.
Persistent Identifierhttp://hdl.handle.net/10722/150239
ISSN

 

DC FieldValueLanguage
dc.contributor.authorCheung, MSen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:02:40Z-
dc.date.available2012-06-26T06:02:40Z-
dc.date.issued1972en_US
dc.identifier.citationBuilding Science, 1972, v. 7 n. 3, p. 151-158en_US
dc.identifier.issn0007-3628en_US
dc.identifier.urihttp://hdl.handle.net/10722/150239-
dc.description.abstractA higher order finite strip using basic function series in the longitudinal direction and a quintic polynomial in the other direction is developed in this paper and applied to various static and dynamic problems in plates. Excellent results have been obtained for all cases. In the finite strip method, the basic function series satisfy the end conditions in the longitudinal direction of the plate a priori, and a two-dimensional plate bending problem can thus be reduced to a one-dimensional 'equivalent' beam problem. As a result, the size as well as the band width of the stiffness matrix has been greatly reduced, and the whole procedure can be programmed on small computers. Also little input data is required for such a program. © 1972.en_US
dc.languageengen_US
dc.relation.ispartofBuilding Scienceen_US
dc.titleStatic and dynamic behaviour of rectangular plates using higher order finite stripsen_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-s2.0-0038911575en_US
dc.identifier.volume7en_US
dc.identifier.issue3en_US
dc.identifier.spage151en_US
dc.identifier.epage158en_US
dc.identifier.scopusauthoridCheung, MS=7201897464en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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