EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION

Wang Xiaohan; Liu Bingkang; Lu Guo1 Chen Lihua

doi:10.13204/j.gyjz201204005

Volume 42 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(4): 21-24,117

Wang Xiaohan, Liu Bingkang, Lu Guo1 Chen Lihua, . EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 21-24,117. doi: 10.13204/j.gyjz201204005

Citation:

Wang Xiaohan, Liu Bingkang, Lu Guo1 Chen Lihua, . EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 21-24,117. doi: 10.13204/j.gyjz201204005

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION

doi: 10.13204/j.gyjz201204005

1.
1. College of Civil Engineering and Water Conservancy,Hefei University of Technology,Hefei 230009,China;
2.
2. College of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China

Received Date: 2011-10-12
Publish Date: 2012-04-20

Abstract

Abstract

In this paper,seismic behavior of 4 members,two of them made of recycled aggregate concrete and the other made of RC,is studied under low frequency reversed moment,shear and torsion. The failure features,the hysteresis loops and the ductility under seismic loads are comparatively investigated. The test and analyses show that the seismic behavior of members including the ductility with recycled concrete is slightly lower than that of members with conventional concrete and both of them can meet the requirements of the code for seismic design of buildings.
- recycled aggregate concrete,
- combined torsional member,
- hysteretic behavior,
- ductility

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References(4)

References

孙黄胜，施卫星，刘继明. 双向偏压剪反复扭构件抗震性能试验研究[J]. 同济大学学报，2003，31(10):1151-1156.

[2] 李志军，史庆轩，刘金涛. 低周反复扭矩下钢筋混凝土复合受扭构件的受扭性能研究[J]. 西安工业大学学报，2006，26(6):582-586.

[3] 张连德，陈为滢，卫云亭. 低周反复扭矩下钢筋混凝土双向偏压构件的抗震性能研究[J]. 土木工程学报，1993，26(2):29-37.

[4] 赵嘉康，张连德，卫云亭. 钢筋混凝土压、弯、剪、扭构件受扭性能的研究[J]. 土木工程学报，1993(1):20-30.

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