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Article: Effective stiffness of coupling beams connected to walls in out-of-plane directions

TitleEffective stiffness of coupling beams connected to walls in out-of-plane directions
Authors
Issue Date2000
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 2000, v. 75 n. 4, p. 385-394 How to Cite?
AbstractBased on recent studies on local deformations at coplanar and nonplanar beam-wall joints, the structural behavior of oblique beam-wall joints (joints at which the beams are at oblique angles to the walls) is analyzed and a joint element developed to model their behavior. Both in-plane and out-of-plane wall deformations at the beam-wall joints are taken into account. For general application to analysis of coupled shear/core walls, the stiffness matrix of oblique coupling beams (beams connected to walls at oblique angles) with local deformations at the joints allowed for, is derived. Using this stiffness matrix, the effective stiffness of coupling beams connected to walls in any direction is evaluated, and its dependence on the angles of connection studied. It is also shown through numerical examples that the coupling effect of oblique coupling beams can be quite substantial and thus, should not be neglected.
Persistent Identifierhttp://hdl.handle.net/10722/70613
ISSN
2015 Impact Factor: 2.425
2015 SCImago Journal Rankings: 1.710
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKHen_HK
dc.contributor.authorChan, WTen_HK
dc.date.accessioned2010-09-06T06:24:33Z-
dc.date.available2010-09-06T06:24:33Z-
dc.date.issued2000en_HK
dc.identifier.citationComputers And Structures, 2000, v. 75 n. 4, p. 385-394en_HK
dc.identifier.issn0045-7949en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70613-
dc.description.abstractBased on recent studies on local deformations at coplanar and nonplanar beam-wall joints, the structural behavior of oblique beam-wall joints (joints at which the beams are at oblique angles to the walls) is analyzed and a joint element developed to model their behavior. Both in-plane and out-of-plane wall deformations at the beam-wall joints are taken into account. For general application to analysis of coupled shear/core walls, the stiffness matrix of oblique coupling beams (beams connected to walls at oblique angles) with local deformations at the joints allowed for, is derived. Using this stiffness matrix, the effective stiffness of coupling beams connected to walls in any direction is evaluated, and its dependence on the angles of connection studied. It is also shown through numerical examples that the coupling effect of oblique coupling beams can be quite substantial and thus, should not be neglected.en_HK
dc.languageengen_HK
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_HK
dc.relation.ispartofComputers and Structuresen_HK
dc.titleEffective stiffness of coupling beams connected to walls in out-of-plane directionsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0045-7949&volume=75 &issue=4&spage=385 &epage= 394&date=2000&atitle=Effective+stiffness+of+coupling+beams+connected+to+walls+in+out-of-plane+directionsen_HK
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_HK
dc.identifier.authorityKwan, AKH=rp00127en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/S0045-7949(99)00093-0en_HK
dc.identifier.scopuseid_2-s2.0-0033907168en_HK
dc.identifier.hkuros55978en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0033907168&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume75en_HK
dc.identifier.issue4en_HK
dc.identifier.spage385en_HK
dc.identifier.epage394en_HK
dc.identifier.isiWOS:000086209700005-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridKwan, AKH=7101738204en_HK
dc.identifier.scopusauthoridChan, WT=7403918126en_HK

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