Elastoplastic finite element analysis of RC mid-rise shearwall with concealing bracings - Details

Author：

Zhang, Jian-Wei (Zhang, Jian-Wei.) (Scholars：张建伟) | Cao, Wan-Lin (Cao, Wan-Lin.) (Scholars：曹万林) | Zhao, Chang-Jun (Zhao, Chang-Jun.) | Huang, Xuan-Ming (Huang, Xuan-Ming.)

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Abstract：

In　order　to　calculate　and　understand　the　deformation　and　destruction　process　of　the　test　specimens　in　theory,　the　elastoplastic　finite　element　analysis　of　RC　mid-rise　shear　wall　with　concealed　bracings　under　lateral　loading　was　carried　out　by　ANSYS　program　based　on　experimental　research.　At　the　same　time,　the　reason　of　the　computing　error　was　analyzed.　The　finite　element　computing　results　were　in　good　agreement　with　that　of　the　test.

Keyword：

Elastoplasticity Loading Shear walls Reinforced concrete Finite element method Deformation

Author Community：

[ 1 ] [Zhang, Jian-Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Zhang, Jian-Wei]Key Lab. of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Cao, Wan-Lin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Cao, Wan-Lin]Key Lab. of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
[ 5 ] [Zhao, Chang-Jun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 6 ] [Huang, Xuan-Ming]National Center for Quality Supervision and Test of Building Engineering, Beijing 100013, China

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Source ：

Journal of Beijing University of Technology

ISSN： 0254-0037

Year： 2008

Issue： 1

Volume： 34

Page： 53-58

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count：

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 6

Affiliated Colleges：

建筑与城市规划学院本学院/部未明确归属的数据

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