SEISMIC PERFORMANCE OF MID-RISE RC COMPOSITE SHEAR WALLS WITH CONCEALED STEEL TRUSS

Zhang Jianwei; Cao Wanlin; Wang Zhihui; Tao Junping

doi:10.13204/j.gyjz200908024

Volume 39 Issue 8

Dec. 2014

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Zhang Jianwei, Cao Wanlin, Wang Zhihui, Tao Junping. SEISMIC PERFORMANCE OF MID-RISE RC COMPOSITE SHEAR WALLS WITH CONCEALED STEEL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 101-105,110. doi: 10.13204/j.gyjz200908024

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Zhang Jianwei, Cao Wanlin, Wang Zhihui, Tao Junping. SEISMIC PERFORMANCE OF MID-RISE RC COMPOSITE SHEAR WALLS WITH CONCEALED STEEL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 101-105,110. doi: 10.13204/j.gyjz200908024

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SEISMIC PERFORMANCE OF MID-RISE RC COMPOSITE SHEAR WALLS WITH CONCEALED STEEL TRUSS

doi: 10.13204/j.gyjz200908024

1.
College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China

Received Date: 2008-12-10
Publish Date: 2009-08-20

Abstract

Abstract

In order to investigate the aseismic performance of mid-rise RC composite shear walls with concealed steel truss,the low-frequency quasi-static cyclic loading experiments on six 1/3 scale mid-rise shear walls,including two usual shear walls,two shear walls with concealed steel frame and two shear walls with concealed steel truss,were carried out.The shear wall specimens were given an axial compression ratio of 0.2 or 0.5.Based upon the experimental study,load-carrying capacity,the stiffness,ductility,hysteretic property,energy dissipation capacity and failure phenomena of each shear wall were comparatively analyzed.The experimental results show that compared with the usual shear walls,the seismic performance of the shear wall with concealed steel truss is obviously improved.Compared with the shear walls with low axial compression ratio,the load-carrying capacity of the shear walls with high axial compression ratio is significantly improved,but its ductility and energy dissipation capacity are decreased.
- reinforced concrete,
- shear wall,
- concealed steel truss,
- axial compression ratio,
- aseismic performance

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References

[2] 曹万林,张建伟,田宝发.带暗支撑剪力墙体系抗震研究及应用[J].工程力学,2004,21(增刊):1-12;

曹万林,张建伟,崔立长,等.钢筋混凝土带暗支撑双功能低矮剪力墙抗震性能试验研究[J].建筑结构学报,2003,24(1):46-53;

[3] 曹万林,张建伟,田宝发,等.带暗支撑低矮剪力墙抗震性能试验及承载力计算[J].土木工程学报,2004,37(3):44-51;

[4] 曹万林,杨兴民,黄选明,等.带钢筋及钢骨暗支撑剪力墙抗震性能试验研究[J].世界地震工程,2005,21(1):1-6;

[5] 曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26-32;

[6] 曹万林,范燕飞,张建伟,等.型钢混凝土剪力墙的抗震性能研究[J].地震工程与工程振动,2007,27(2):81-84;

[7] 郑同亮,曹万林,张静娜,等.内藏钢桁架混凝土组合高剪力墙抗震性能试验研究[J].世界地震工程,2006,22(2):77-83;

[8] 朱伯龙.结构抗震试验[M].北京:地震出版社,1989.

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