Study on seismic behavior of RC composite perforated core walls with concealed steel truss subjected to eccentric horizontal loading - 文章详情页

作者：

Chang, W. (Chang, W..) | Cao, W. (Cao, W..) | Zhang, J. (Zhang, J..) | Zhao, C. (Zhao, C..)

收录：

Scopus PKU CSCD

摘要：

Two　core　walls　on　the　scale　of　1/6　including　a　normal　reinforced　concrete　perforated　core　wall　and　a　reinforced　concrete　composite　perforated　core　wall　with　concealed　steel　truss　were　designed.　The　experimental　study　on　the　seismic　behavior　of　two　core　walls　subjected　to　eccentric　horizontal　loading　was　carried　out.　Load-carrying　capacity,　stiffness,　ductility,　hysteretic　behavior,　energy　dissipation　and　failure　mechanism　of　the　core　walls　were　discussed.　The　test　results　show　that　the　seismic　performance　of　the　core　walls　is　improved　greatly　by　the　concealed　steel　truss.

关键词：

Core wall; Eccentric loading; Reinforced concrete; Seismic performance; Steel truss

作者机构：

[ 1 ] [Chang, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Chang, W.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100022, China
[ 3 ] [Cao, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Cao, W.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100022, China
[ 5 ] [Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 6 ] [Zhang, J.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100022, China
[ 7 ] [Zhao, C.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

通讯作者信息：

[Chang, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijng 100022, China

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