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Article: Nonlinear analysis of integral infilled frames

TitleNonlinear analysis of integral infilled frames
Authors
KeywordsConcrete
Cracking
Finite Element Method
Frames
Moments
Nonlinear
Plastic Analysis
Shear Strength
Stiffness
Stresses
Issue Date1984
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/engstruct
Citation
Engineering Structures, 1984, v. 6 n. 3, p. 223-231 How to Cite?
AbstractThe nonlinear behaviour of integral infilled frames, in which the infill and the frame are bonded or connected together, is studied both experimentally and analytically. In the theoretical study, a finite-element method is used and the nonlinearities of the materials and the structural interface are taken into account. The entire range of load-deflection behaviour is investigated. Besides stiffness and strength, the stress distribution, crack patterns and collapse modes are also studied. Particular attention is directed towards the stress redistribution before collapse. The effects of the connectors are investigated in relation to the stiffness and strength of the infilled frames. Theoretical stiffness and strength predictions are compared with experimental results. © 1984.
Persistent Identifierhttp://hdl.handle.net/10722/149862
ISSN
2015 Impact Factor: 1.893
2015 SCImago Journal Rankings: 1.813

 

DC FieldValueLanguage
dc.contributor.authorKwan, KHen_US
dc.contributor.authorLiauw, TCen_US
dc.date.accessioned2012-06-26T06:00:12Z-
dc.date.available2012-06-26T06:00:12Z-
dc.date.issued1984en_US
dc.identifier.citationEngineering Structures, 1984, v. 6 n. 3, p. 223-231en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10722/149862-
dc.description.abstractThe nonlinear behaviour of integral infilled frames, in which the infill and the frame are bonded or connected together, is studied both experimentally and analytically. In the theoretical study, a finite-element method is used and the nonlinearities of the materials and the structural interface are taken into account. The entire range of load-deflection behaviour is investigated. Besides stiffness and strength, the stress distribution, crack patterns and collapse modes are also studied. Particular attention is directed towards the stress redistribution before collapse. The effects of the connectors are investigated in relation to the stiffness and strength of the infilled frames. Theoretical stiffness and strength predictions are compared with experimental results. © 1984.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.subjectConcreteen_US
dc.subjectCrackingen_US
dc.subjectFinite Element Methoden_US
dc.subjectFramesen_US
dc.subjectMomentsen_US
dc.subjectNonlinearen_US
dc.subjectPlastic Analysisen_US
dc.subjectShear Strengthen_US
dc.subjectStiffnessen_US
dc.subjectStressesen_US
dc.titleNonlinear analysis of integral infilled framesen_US
dc.typeArticleen_US
dc.identifier.emailKwan, KH:khkwan@hkucc.hku.hken_US
dc.identifier.authorityKwan, KH=rp00127en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0021469449en_US
dc.identifier.volume6en_US
dc.identifier.issue3en_US
dc.identifier.spage223en_US
dc.identifier.epage231en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridKwan, KH=7101738204en_US
dc.identifier.scopusauthoridLiauw, TC=7003463532en_US

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