Experimental studies on seismic behavior of high-rise shear walls with concealed steel truss - 文章详情页

作者：

Zheng, T.-L. (Zheng, T.-L..) | Cao, W.-L. (Cao, W.-L..) (学者：曹万林) | Zhang, J.-N. (Zhang, J.-N..) | Tao, J.-P. (Tao, J.-P..) | Zhang, J.-W. (Zhang, J.-W..) (学者：张建伟)

收录：

Scopus PKU

摘要：

The　experimental　studies　on　the　seismic　behavior　of　three　1/3　scale　high-rise　shear　walls,　including　a　high-rise　shear　wall　with　steel　frame,　a　high-rise　shear　wall　with　steel　truss　and　a　usual　one,　has　been　completed.　Based　upon　the　experimental　studies,　the　stiffness　and　its　attenuation,　bearing　capacity,　ductility,　hysteresis　property　and　failure　phenomena　of　the　shear　walls　are　analyzed　and　contrasted　each　other.　The　experimental　results　show　that　the　seismic　behavior　of　the　high-rise　shear　walls　with　concealed　steel　frame　has　been　obviously　improved　and　the　seismic　behavior　of　the　high-rise　shear　wall　with　concealed　steel　truss　has　been　significantly　increased　in　comparison　with　the　usual　one.

关键词：

High-rise shear wall; Reinforced concrete; Seismic behavior; Steel frame; Steel truss

作者机构：

[ 1 ] [Zheng, T.-L.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 2 ] [Cao, W.-L.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 3 ] [Zhang, J.-N.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 4 ] [Tao, J.-P.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
[ 5 ] [Zhang, J.-W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

通讯作者信息：

[Zheng, T.-L.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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