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Article: Nonlinear finite element analysis for seismic performance of high-strength concrete beam-column joints with new reinforcement details

TitleNonlinear finite element analysis for seismic performance of high-strength concrete beam-column joints with new reinforcement details
Authors
KeywordsBeam-column joint
Concrete strength
High-strength concrete
Nonlinear finite element analysis
Issue Date2006
Citation
Chongqing Jianzhu Daxue Xuebao/Journal Of Chongqing Jianzhu University, 2006, v. 28 n. 5, p. 110-114 How to Cite?
AbstractBecause the factors that affect the behavior of the beam-column joints are complicated, an experimental study alone is not sufficient. Therefore, a nonlinear finite element analysis was conducted to provide better understanding of the performance of the beam-column joints. The authors intend to do the parameter study with nonlinear finite element method after a lot of high-strength concrete beam-column joints have been experimented. In this paper, the analytical model firstly was applied to simulate the experimental joint behavior and the comparison results were very well. Based on this, the parametric analysis of concrete strength on seismic performance of beam-column joints has been conducted.
Persistent Identifierhttp://hdl.handle.net/10722/71401
ISSN
2011 SCImago Journal Rankings: 0.163

 

DC FieldValueLanguage
dc.contributor.authorLi, Jen_HK
dc.contributor.authorPam, HJen_HK
dc.contributor.authorGan, Len_HK
dc.date.accessioned2010-09-06T06:31:40Z-
dc.date.available2010-09-06T06:31:40Z-
dc.date.issued2006en_HK
dc.identifier.citationChongqing Jianzhu Daxue Xuebao/Journal Of Chongqing Jianzhu University, 2006, v. 28 n. 5, p. 110-114en_HK
dc.identifier.issn1006-7329en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71401-
dc.description.abstractBecause the factors that affect the behavior of the beam-column joints are complicated, an experimental study alone is not sufficient. Therefore, a nonlinear finite element analysis was conducted to provide better understanding of the performance of the beam-column joints. The authors intend to do the parameter study with nonlinear finite element method after a lot of high-strength concrete beam-column joints have been experimented. In this paper, the analytical model firstly was applied to simulate the experimental joint behavior and the comparison results were very well. Based on this, the parametric analysis of concrete strength on seismic performance of beam-column joints has been conducted.en_HK
dc.languagechien_HK
dc.relation.ispartofChongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu Universityen_HK
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.subjectBeam-column jointen_HK
dc.subjectConcrete strengthen_HK
dc.subjectHigh-strength concreteen_HK
dc.subjectNonlinear finite element analysisen_HK
dc.titleNonlinear finite element analysis for seismic performance of high-strength concrete beam-column joints with new reinforcement detailsen_HK
dc.typeArticleen_HK
dc.identifier.emailPam, HJ:pamhoatjoen@hku.hken_HK
dc.identifier.authorityPam, HJ=rp00071en_HK
dc.description.naturepublished_or_final_version-
dc.identifier.scopuseid_2-s2.0-33845910389en_HK
dc.identifier.hkuros149464en_HK
dc.identifier.volume28en_HK
dc.identifier.issue5en_HK
dc.identifier.spage110en_HK
dc.identifier.epage114en_HK
dc.identifier.scopusauthoridLi, J=36078695800en_HK
dc.identifier.scopusauthoridPam, HJ=6602976141en_HK
dc.identifier.scopusauthoridGan, L=36905997800en_HK

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