STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE

He Mingsheng; Yao Qianfeng; Huang Wei; Li Bin

doi:10.13204/j.gyjz200809021

Volume 38 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(9): 70-73

He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021

Citation:

He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021

Citation:

He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021

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STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE

doi: 10.13204/j.gyjz200809021

1.
1. School of Civil Eng.,Xi’an Univ.of Arch.&Tech.Xi’an 710055;
2.
2. School of Conserve.&Arch.,Shihezi Univ.Shihezi 832003

Received Date: 2008-02-20
Publish Date: 2008-09-20

Abstract

Abstract

Based on the properties of moderate-high-rise multi-bibbed composite wall structure,displacement ductility design method is investigated.It is analyzed that the effects of the concrete ratio and longitudinal steel ratio of internal slab,section depth of side frame column and the height-width ratio of wall on the displacement ductility of composite wall according to calculation results,the concrete ratio and section depth of side frame column have more influence on displacement ductility of structure and longitudinal steel ratio is little.Finally,reference to the practice,limit value of the axial compression ratio of composite wall is suggested,the result can be applied to the structure design.
- multi-ribbed composite wall,
- internal slab,
- displacement ductility,
- axial compression ratio

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References(7)

References

[2] 姚谦峰,陈平,张荫,等.密肋壁板轻框结构节能住宅体系研究.工业建筑,2003,33(1):1-5

DBJ/T51-43-2006 密肋壁板结构技术规程

[3] 姚谦峰,贾英杰.密肋壁板结构十二层1/3比例房屋模型抗震性能试验研究.土木工程学报,2004,37(6):1-10

[4] 袁泉,姚谦峰.密肋壁板轻框结构地震反应分析.工业建筑,2003,33(1):17-19

[5] 钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计.建筑结构学报,1999,20(3):42-49.

[6] 过镇海,时旭东.钢筋混凝土原理和分析.北京:清华大学出版社,2003:187-188

[7] GB 50010-2002 混凝土结构设计规范

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