THE STUDY ON THE ALLOWABLE AXIAL LOAD RATIO OF CONCRETE SHEAR WALL WITHOUT CONFINED BOUNDARY ELEMENTS

Liang Xingwen; Yang Penghui; Deng Mingke

doi:10.13204/j.gyjz200909013

Volume 39 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 67-70

QIAO Hongxia, LI Aoyang, LI Jiangchuan, FU Yong, ZHU Feifei. RESEARCH ON DURABILITY OF FIBER REINFORCED CONCRETE BASED ON WIENER DEGRADATION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 165-169. doi: 10.13204/j.gyjzG20062808

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Liang Xingwen, Yang Penghui, Deng Mingke. THE STUDY ON THE ALLOWABLE AXIAL LOAD RATIO OF CONCRETE SHEAR WALL WITHOUT CONFINED BOUNDARY ELEMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 67-70. doi: 10.13204/j.gyjz200909013

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THE STUDY ON THE ALLOWABLE AXIAL LOAD RATIO OF CONCRETE SHEAR WALL WITHOUT CONFINED BOUNDARY ELEMENTS

doi: 10.13204/j.gyjz200909013

1.
Key Laboratory for Structural Engineering and Earthquake Resistance of China Education Ministry,Xi’an Univ. of Arch. &Tech. ,Xi’an 710055,China

Received Date: 2008-01-20
Publish Date: 2009-09-20

Abstract

Abstract

The problem of determining the allowable axial load ratio of concrete shear wall has not been completely solved.Through theoretical analysis and numerical calculation,the allowable axial load ratio of the rectangular crosssection shear wall without confined boundary elements has been studied.The results show that,to the given compressive ultimate strain of concrete,the aspect ratio and the target top displacement ratio are main factors which influence the allowable axial load ratio of the shear wall,the concrete strength,the strength and the ratio of vertical distribution reinforcement are less.Accordingly,a method of determining allowable axial load ratio in accordance with the aspect ratio and the target top displacement ratio is proposed.The method is simple and practical,it can also be used for revising the design code.
- reinforced concrete shear wall,
- allowable axial load ratio,
- compressive ultimate strain of concrete

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References(6)

References

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[5] Paulay T,Priestley MJN.Seismic Design of Reinforced Concrete andMasonry Buildings[M].New York:John WileySons,Inc,1992:241-243.

[6] 钱稼茹,徐福江.钢筋混凝土剪力墙基于位移的变形能力设计方法[J].清华大学学报(自然科学版),2007,43(3):1-4.

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沈阳化工大学材料科学与工程学院沈阳 110142

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