File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Unification of existing frame analogies for coupled shear/core wall analysis

TitleUnification of existing frame analogies for coupled shear/core wall analysis
Authors
Issue Date1994
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 1994, v. 51 n. 4, p. 393-401 How to Cite?
AbstractIn order to overcome the artificial flexure problem with the conventional wide column frame analogy, several alternative frame analogies have been developed by Stafford Smith et al. and by Kwan. The framework modules developed by Stafford Smith et al. are incorporated with rotational d.o.f. for direct connection with the coupling beams, while the solid wall element developed by Kwan has no rotational d.o.f. In the present study, it is revealed that the framework modules should really be used only in their respective forms with no rotational d.o.f. and that the various framework modules are actually equivalent to each other. Comparing the stiffness matrix of the framework modules to that of Kwan's solid wall element, it is further found that the framework modules are in fact also equivalent to Kwan's solid wall element. Hence the various alternative frame analogies can be unified into one frame method and their characteristics as observed by different researchers can all be drawn together. © 1994.
Persistent Identifierhttp://hdl.handle.net/10722/71559
ISSN
2015 Impact Factor: 2.425
2015 SCImago Journal Rankings: 1.710

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKHen_HK
dc.date.accessioned2010-09-06T06:33:05Z-
dc.date.available2010-09-06T06:33:05Z-
dc.date.issued1994en_HK
dc.identifier.citationComputers And Structures, 1994, v. 51 n. 4, p. 393-401en_HK
dc.identifier.issn0045-7949en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71559-
dc.description.abstractIn order to overcome the artificial flexure problem with the conventional wide column frame analogy, several alternative frame analogies have been developed by Stafford Smith et al. and by Kwan. The framework modules developed by Stafford Smith et al. are incorporated with rotational d.o.f. for direct connection with the coupling beams, while the solid wall element developed by Kwan has no rotational d.o.f. In the present study, it is revealed that the framework modules should really be used only in their respective forms with no rotational d.o.f. and that the various framework modules are actually equivalent to each other. Comparing the stiffness matrix of the framework modules to that of Kwan's solid wall element, it is further found that the framework modules are in fact also equivalent to Kwan's solid wall element. Hence the various alternative frame analogies can be unified into one frame method and their characteristics as observed by different researchers can all be drawn together. © 1994.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.titleUnification of existing frame analogies for coupled shear/core wall analysisen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0045-7949&volume=51&issue=4&spage=393&epage=401&date=1994&atitle=Unification+of+existing+frame+analogies+for+coupled+shear/core+wall+analysisen_HK
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_HK
dc.identifier.authorityKwan, AKH=rp00127en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-0028425418en_HK
dc.identifier.hkuros1124en_HK
dc.identifier.volume51en_HK
dc.identifier.issue4en_HK
dc.identifier.spage393en_HK
dc.identifier.epage401en_HK
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridKwan, AKH=7101738204en_HK

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats