REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS

Li Xiaolei; Li Qingning; Zhang Pinle

doi:10.13204/j.gyjz201103014

Volume 41 Issue 3

Dec. 2014

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Li Xiaolei, Li Qingning, Zhang Pinle. REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 73-75,120. doi: 10.13204/j.gyjz201103014

Citation:

Li Xiaolei, Li Qingning, Zhang Pinle. REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 73-75,120. doi: 10.13204/j.gyjz201103014

Li Xiaolei, Li Qingning, Zhang Pinle. REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 73-75,120. doi: 10.13204/j.gyjz201103014

Citation:

Li Xiaolei, Li Qingning, Zhang Pinle. REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 73-75,120. doi: 10.13204/j.gyjz201103014

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REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS

doi: 10.13204/j.gyjz201103014

1.
School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2010-10-10
Publish Date: 2011-03-20

Abstract

Abstract

Based on the limits of the internal forces destroyed the equilibrium condition,it is derived theoretic formula of axial compression ratio of L-shaped steel-concrete short-limb shear wall.The optimum cross-section of the project is calculated according to the specified reinforcement ratio etc in codes;it is also recommended the axial compression ratio limib in the current code for short-limb shear wall,T-shaped and I-shaped short-limb shear walls.
- short-limb shear wall,
- axial compression ratio,
- boundary damage

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References(10)

References

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[2] GB500102002混凝土结构设计规范[S].

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[5] 黄承逵,王丹,崔博.钢筋混凝土异形柱轴压比限值研究[J].大连理工大学学报,2002(2):213－217.

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