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Article: Analysis of coupled shear/core walls using a beam-type finite element

TitleAnalysis of coupled shear/core walls using a beam-type finite element
Authors
KeywordsFem
Shear/Core Wall Structures
Issue Date1994
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstruct
Citation
Engineering Structures, 1994, v. 16 n. 2, p. 111-118 How to Cite?
AbstractThe Sisodiya and Cheung so-called beam-type element, which was originally developed for bridge analysis, had been successfully adapted by Cheung to apply to coupled shear/core wall structures. This element is not afflicted by shear locking and has rotational degrees-of-freedom for direct connection with the coupling beams. Moreover, the definition adopted for each of its rotations is the vertical fibre rotation which, as Kwan recently found, is the only definition that can ensure compatibility between the beam and wall elements. In this paper, further studies on the application of this element are carried out and improvements, which can lead; firstly, to higher computational efficiency of the method; secondly, enable more reasonable shear stress results to be obtained, and finally, allow the maximum bending stress to be determined for practical design purpose without using a fine mesh, are proposed. Numerical examples are given to demonstrate the improvements achieved. © 1994.
Persistent Identifierhttp://hdl.handle.net/10722/150432
ISSN
2015 Impact Factor: 1.893
2015 SCImago Journal Rankings: 1.813

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKHen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:04:44Z-
dc.date.available2012-06-26T06:04:44Z-
dc.date.issued1994en_US
dc.identifier.citationEngineering Structures, 1994, v. 16 n. 2, p. 111-118en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10722/150432-
dc.description.abstractThe Sisodiya and Cheung so-called beam-type element, which was originally developed for bridge analysis, had been successfully adapted by Cheung to apply to coupled shear/core wall structures. This element is not afflicted by shear locking and has rotational degrees-of-freedom for direct connection with the coupling beams. Moreover, the definition adopted for each of its rotations is the vertical fibre rotation which, as Kwan recently found, is the only definition that can ensure compatibility between the beam and wall elements. In this paper, further studies on the application of this element are carried out and improvements, which can lead; firstly, to higher computational efficiency of the method; secondly, enable more reasonable shear stress results to be obtained, and finally, allow the maximum bending stress to be determined for practical design purpose without using a fine mesh, are proposed. Numerical examples are given to demonstrate the improvements achieved. © 1994.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstructen_US
dc.relation.ispartofEngineering Structuresen_US
dc.subjectFemen_US
dc.subjectShear/Core Wall Structuresen_US
dc.titleAnalysis of coupled shear/core walls using a beam-type finite elementen_US
dc.typeArticleen_US
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityKwan, AKH=rp00127en_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-38149143084en_US
dc.identifier.volume16en_US
dc.identifier.issue2en_US
dc.identifier.spage111en_US
dc.identifier.epage118en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridKwan, AKH=7101738204en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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