Experiment study on seismic behavior of RC composite core walls with concealed steel truss under eccentric horizontal loading - 文章详情页

作者：

Chang, W.-H. (Chang, W.-H..) | Cao, W.-L. (Cao, W.-L..) (学者：曹万林) | Zhang, J.-W. (Zhang, J.-W..) (学者：张建伟) | Zhao, C.-J. (Zhao, C.-J..) (学者：赵春江)

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摘要：

In　this　paper,　two　1/6　scale　core　walls　including　a　normal　reinforced　concrete　core　wall　and　a　reinforced　concrete　composite　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.　The　load-carrying　capacity,　stiffness,　ductility,　hysteretic　behavior,　energy　dissipation　and　failure　mechanism　of　the　core　walls　are　discussed.　The　tested　results　are　shown　that　the　seismic　performance　of　the　core　wall　is　improved　greatly　with　the　concealed　steel　truss.

关键词：

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

作者机构：

[ 1 ] [Chang, W.-H.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Cao, W.-L.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Zhang, J.-W.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Zhao, C.-J.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100022, China

通讯作者信息：

[Chang, W.-H.]Key Lab of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100022, China

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