SHEAR CALCULATION METHOD RESEARCHING ON CONCRETE MEMBERS WITH HIGH-STRENGTH STIRRUP BASED ON TRUSS-ARCH MODEL

Bai Ligeng; Shi Qingxuan; Jiang Weishan; Feng Yongwei; Li Ning

doi:10.13204/j.gyjz201211015

Volume 42 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(11): 68-73,96

Bai Ligeng, Shi Qingxuan, Jiang Weishan, Feng Yongwei, Li Ning. SHEAR CALCULATION METHOD RESEARCHING ON CONCRETE MEMBERS WITH HIGH-STRENGTH STIRRUP BASED ON TRUSS-ARCH MODEL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 68-73,96. doi: 10.13204/j.gyjz201211015

Citation:

Bai Ligeng, Shi Qingxuan, Jiang Weishan, Feng Yongwei, Li Ning. SHEAR CALCULATION METHOD RESEARCHING ON CONCRETE MEMBERS WITH HIGH-STRENGTH STIRRUP BASED ON TRUSS-ARCH MODEL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 68-73,96. doi: 10.13204/j.gyjz201211015

Citation:

Bai Ligeng, Shi Qingxuan, Jiang Weishan, Feng Yongwei, Li Ning. SHEAR CALCULATION METHOD RESEARCHING ON CONCRETE MEMBERS WITH HIGH-STRENGTH STIRRUP BASED ON TRUSS-ARCH MODEL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 68-73,96. doi: 10.13204/j.gyjz201211015

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SHEAR CALCULATION METHOD RESEARCHING ON CONCRETE MEMBERS WITH HIGH-STRENGTH STIRRUP BASED ON TRUSS-ARCH MODEL

doi: 10.13204/j.gyjz201211015

1.
1. Centeral Research Institute of Building and Construction Co.Ltd,MCC,Beijing 100088,China;
2.
2. Xi'an University of Architecture and Technology,Xi'an 710055,China

Rev Recd Date: 2012-05-02
Publish Date: 2012-11-20

Abstract

Abstract

This paper was based on experimental research on shear capacity of concrete members confined with highstrength stirrups．The experimental result indicates that concrete members with high-strength stirrups have good seismic performances．The truss-arch model derived in this paper was used to calculate the shear capacity of concrete members confined with high-strength stirrups．The calculation results were comparable with the experimental results,and shear calculation formula of the practical theory for concrete members confined with high-strength stirrups was proposed in this paper．
- truss-arch model,
- shear bearing capacity,
- high-strength stirrup

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References(18)

References

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