EXPERIMENT ON ANTI-SEISMIC BEHAVIOR OF LIGHT GAUGE STEEL REINFORCED CONCRETE SHEAR WALL

Li Shuchun; Diao Bo; Su Youpo; Zhang Jing

doi:10.13204/j.gyjz200702022

Volume 37 Issue 2

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(2): 89-92

Qiao Guanfeng, Li Tieying. EXISTING CONDITION ASSESSMENT AND STRENGTHENING DESIGN OF FEIYUN WOODEN PAVILION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 170-175. doi: 10.13204/j.gyjz201410033

Citation:

Li Shuchun, Diao Bo, Su Youpo, Zhang Jing. EXPERIMENT ON ANTI-SEISMIC BEHAVIOR OF LIGHT GAUGE STEEL REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 89-92. doi: 10.13204/j.gyjz200702022

Qiao Guanfeng, Li Tieying. EXISTING CONDITION ASSESSMENT AND STRENGTHENING DESIGN OF FEIYUN WOODEN PAVILION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 170-175. doi: 10.13204/j.gyjz201410033

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EXPERIMENT ON ANTI-SEISMIC BEHAVIOR OF LIGHT GAUGE STEEL REINFORCED CONCRETE SHEAR WALL

doi: 10.13204/j.gyjz200702022

1.
1 Department of Civil Engineering,Beihang University Beijing 100083;
2.
2 College of Civil Engineering,Hebei Polytechnic University Tangshan 063009

Received Date: 2006-08-20
Publish Date: 2007-02-20

Abstract

Abstract

Based on demanding of a industry policy and economical energy source in our country, multi-story masonry have been limited in cities. Therefore, a new kind of structure-light gauge steel reinforced concrete shear wall is suggested herein instead of brick masonry. Five light gauge steel reinforced concrete shear walls subjected to cyclic loading are experimented. And the seismic behaviors, such as bearing capacity, failure pattern, hysteretic property, energy dissipation, ductility and declining stiffness of light gauge steel reinforced concrete shear wall, are analyzed by the experiments. Research results indicate that this structure has good forced behavior, which can meet the aseismic requirements.
- light gauge steel reinforced,
- light gauge steel reinforced concrete shear wall,
- energy dissipation,
- declining stiffness,
- aseismic behavior

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References(3)

References

钱稼茹,吕文,方鄂华. 基于位移延性的剪力墙抗震设计[J].建筑结构学报,1999,(03):42-49.

Peter Sheppard. The Influence of Horizontally Placed Reinforcement on the Shear Strength and Ductility of Masonry Walls[J].ACI Structural Journal,1993,(04):385-392.

沈聚敏,周锡元,高小旺. 抗震工程学[M].北京:中国建筑工业出版社,2002.

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