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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
shu

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
  • 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．
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    • References(18)
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