Experimental research on seismic behavior of T - Shaped short pier shear wall with concealed bracings - 文章详情页

作者：

Cao, W.-L. (Cao, W.-L..) (学者：曹万林) | Chang, W.-H. (Chang, W.-H..) | Song, W.-Y. (Song, W.-Y..) | Gui, Y.-G. (Gui, Y.-G..) | Tian, B.-F. (Tian, B.-F..)

收录：

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摘要：

In　this　paper,　based　upon　the　experimental　study　on　the　seismic　performance　of　three　1:2　scale　T-shaped　short　pier　walls　with　concealed　bracings　and　three　1:2　scale　general　short　pier　shear　wall,　seismic　performance　of　the　T-shaped　short　pier　shear　walls　with　concealed　bracings,　which　includes　bearing　capacity,　stiffness　and　its　attenuation,　ductility,　energy　dissipation,　hysteresis　property　and　failure　mechanism,　is　compared　with　that　of　the　general　T-shaped　short　pier　shear　wall.　It　shows　that　the　concealed　bracings　are　able　to　improve　greatly　the　seismic　performance　of　the　T-shaped　short　pier　shear　wall.

关键词：

Concealed bracings; Reinforced concrete; Seismic performance; T-shaped short pier shear wall

作者机构：

[ 1 ] [Cao, W.-L.]Beijing University of Technology, Beijing 100022, China
[ 2 ] [Chang, W.-H.]Beijing University of Technology, Beijing 100022, China
[ 3 ] [Song, W.-Y.]Cangzhou Institute of Architectural Design Research, Cangzhou 061001, China
[ 4 ] [Gui, Y.-G.]Cangzhou Institute of Architectural Design Research, Cangzhou 061001, China
[ 5 ] [Tian, B.-F.]Cangzhou Institute of Architectural Design Research, Cangzhou 061001, China

通讯作者信息：

曹万林
[Cao, W.-L.]Beijing University of Technology, Beijing 100022, China

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