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Article: Analysis of shear walls using higher order finite elements

TitleAnalysis of shear walls using higher order finite elements
Authors
Issue Date1979
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/buildenv
Citation
Building And Environment, 1979, v. 14 n. 3, p. 217-224 How to Cite?
AbstractShear walls can be simply and conveniently modelled by using higher order plane tress finite elements which have a higher degree of variation in the displacement (and consequently the stress) function. The derivation and generation of the stiffness matrices by a computer subroutine for a series of higher order plane stress rectangular elements with any number of nodes is explained in detail and the elements are applied in the idealization of different types of shear walls in which the spandrel beams and openings are treated as a continuum. Three examples of shear wall problems are analysed to illustrate the simplicity, versatility and accuracy of this method as compared with the results of other available methods. © 1979.
Persistent Identifierhttp://hdl.handle.net/10722/149834
ISSN
2015 Impact Factor: 3.394
2015 SCImago Journal Rankings: 2.121

 

DC FieldValueLanguage
dc.contributor.authorChan, HCen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:00:02Z-
dc.date.available2012-06-26T06:00:02Z-
dc.date.issued1979en_US
dc.identifier.citationBuilding And Environment, 1979, v. 14 n. 3, p. 217-224en_US
dc.identifier.issn0360-1323en_US
dc.identifier.urihttp://hdl.handle.net/10722/149834-
dc.description.abstractShear walls can be simply and conveniently modelled by using higher order plane tress finite elements which have a higher degree of variation in the displacement (and consequently the stress) function. The derivation and generation of the stiffness matrices by a computer subroutine for a series of higher order plane stress rectangular elements with any number of nodes is explained in detail and the elements are applied in the idealization of different types of shear walls in which the spandrel beams and openings are treated as a continuum. Three examples of shear wall problems are analysed to illustrate the simplicity, versatility and accuracy of this method as compared with the results of other available methods. © 1979.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/buildenven_US
dc.relation.ispartofBuilding and Environmenten_US
dc.titleAnalysis of shear walls using higher order finite elementsen_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-s2.0-0018766967en_US
dc.identifier.volume14en_US
dc.identifier.issue3en_US
dc.identifier.spage217en_US
dc.identifier.epage224en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridChan, HC=7403402425en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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