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Article: Static-dynamic distribution factors method for tall building analysis

TitleStatic-dynamic distribution factors method for tall building analysis
Authors
Issue Date1993
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 1993, v. 46 n. 3, p. 495-503 How to Cite?
AbstractA new approximate method of analysing three-dimensional tall building structures is presented. The method is a further development of the distribution factors method developed by Leung. It is proposed, based on the observation that the pattern of the out-of-plane displacement and rotation of the joints of a particular floor generally follows the shape of its own natural modes, to include the eigenvectors of the floor out-of-plane deflection as distribution factors in the analysis. By using both static and dynamic distribution factors to reduce the number of DOF, an efficient and yet sufficiently accurate analysis method is developed. Numerical examples demonstrate that in general the addition of only a few number of eigenvectors can significantly improve the accuracy of the results. © 1993.
Persistent Identifierhttp://hdl.handle.net/10722/150019
ISSN
2015 Impact Factor: 2.425
2015 SCImago Journal Rankings: 1.710

 

DC FieldValueLanguage
dc.contributor.authorLeung, AYTen_US
dc.contributor.authorKwan, AKHen_US
dc.contributor.authorZhou, WEen_US
dc.date.accessioned2012-06-26T06:01:07Z-
dc.date.available2012-06-26T06:01:07Z-
dc.date.issued1993en_US
dc.identifier.citationComputers And Structures, 1993, v. 46 n. 3, p. 495-503en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://hdl.handle.net/10722/150019-
dc.description.abstractA new approximate method of analysing three-dimensional tall building structures is presented. The method is a further development of the distribution factors method developed by Leung. It is proposed, based on the observation that the pattern of the out-of-plane displacement and rotation of the joints of a particular floor generally follows the shape of its own natural modes, to include the eigenvectors of the floor out-of-plane deflection as distribution factors in the analysis. By using both static and dynamic distribution factors to reduce the number of DOF, an efficient and yet sufficiently accurate analysis method is developed. Numerical examples demonstrate that in general the addition of only a few number of eigenvectors can significantly improve the accuracy of the results. © 1993.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_US
dc.relation.ispartofComputers and Structuresen_US
dc.titleStatic-dynamic distribution factors method for tall building analysisen_US
dc.typeArticleen_US
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_US
dc.identifier.authorityKwan, AKH=rp00127en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0027907142en_US
dc.identifier.volume46en_US
dc.identifier.issue3en_US
dc.identifier.spage495en_US
dc.identifier.epage503en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridLeung, AYT=7403012564en_US
dc.identifier.scopusauthoridKwan, AKH=7101738204en_US
dc.identifier.scopusauthoridZhou, WE=35312980700en_US

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