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Article: The static analysis of multi-bay coupled shear walls

TitleThe static analysis of multi-bay coupled shear walls
Authors
Issue Date1984
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/buildenv
Citation
Building And Environment, 1984, v. 19 n. 2, p. 93-99 How to Cite?
AbstractThe conventional continuum method for the analysis of multi-bay coupled shear walls is quite a complicated process. The shear forces in the lintel beams are taken as the basic unknowns and a set of ordinary differential equations has to be solved. A simple but general method for the analysis of multi-bay coupled shear walls is presented in this paper. The continuum technique is still adopted, however in this case the generalized axial forces in the walls are taken as basic unknowns, and the solutions are obtained in a form of finite series. The advantage of this approach is that simplified solution in closed form can be deduced by taking only the first few terms in the series. Comparison of the results with the finite strip method shows good agreement. © 1984.
Persistent Identifierhttp://hdl.handle.net/10722/149860
ISSN
2015 Impact Factor: 3.394
2015 SCImago Journal Rankings: 2.121

 

DC FieldValueLanguage
dc.contributor.authorKoo, KKen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:00:12Z-
dc.date.available2012-06-26T06:00:12Z-
dc.date.issued1984en_US
dc.identifier.citationBuilding And Environment, 1984, v. 19 n. 2, p. 93-99en_US
dc.identifier.issn0360-1323en_US
dc.identifier.urihttp://hdl.handle.net/10722/149860-
dc.description.abstractThe conventional continuum method for the analysis of multi-bay coupled shear walls is quite a complicated process. The shear forces in the lintel beams are taken as the basic unknowns and a set of ordinary differential equations has to be solved. A simple but general method for the analysis of multi-bay coupled shear walls is presented in this paper. The continuum technique is still adopted, however in this case the generalized axial forces in the walls are taken as basic unknowns, and the solutions are obtained in a form of finite series. The advantage of this approach is that simplified solution in closed form can be deduced by taking only the first few terms in the series. Comparison of the results with the finite strip method shows good agreement. © 1984.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.titleThe static analysis of multi-bay coupled shear wallsen_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-s2.0-0021317136en_US
dc.identifier.volume19en_US
dc.identifier.issue2en_US
dc.identifier.spage93en_US
dc.identifier.epage99en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridKoo, KK=7101810458en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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