RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL

Wen Baojun; Liang Xingwen; Hou Lina

doi:10.13204/j.gyjz200812016

Volume 38 Issue 12

Dec. 2014

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Wen Baojun, Liang Xingwen, Hou Lina. RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 60-64. doi: 10.13204/j.gyjz200812016

Citation:

Wen Baojun, Liang Xingwen, Hou Lina. RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 60-64. doi: 10.13204/j.gyjz200812016

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RESEARCH ON SHEAR CAPACITY OF YIELD HINGE REGIONS OF REINFORCED CONCRETE SHEAR WALL

doi: 10.13204/j.gyjz200812016

1.
Institute of Civil Engineering,Xi’an University of Architecture &Technology Xi’an 710055

Received Date: 2007-10-28
Publish Date: 2008-12-20

Abstract

Abstract

Based on the previous experimental research,the shear mechanism of yield hinge regions of the reinforced concrete shear wall is studied by a truss-arch model. It is brought in the effective coefficient of concrete strength with considering the axial load ratio and analyzed the influence of some factors on the shear capacity of the shear wall,such as the ultimate rotation of the cross-section of shear wall,the horizontal distribution reinforcement,the truss,the inclination angle of the arch model and others. On this basis,the shear capacity calculation formula of the yield hinge regions of the shear wall is put forward. Theoretical research and test analysis show that the shear capacity calculation formula of the shear wall which based on the truss-arch model are both valuable for theoretical analysis and practical application,and can meet practical engineering.
- shear wall,
- yield hinge regions,
- shear capacity,
- truss and strut actions,
- effective factor of concrete strength

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References(7)

References

[2] 康谷贻.1990CEB-FIP 模式规范(混凝土结构)有关内容介绍(四).建筑结构,1995(12):51-56;1996(2):53-57

白生翔.混凝土结构规范中受剪承载力计算方法综述.北京:中国建筑科学研究院建筑结构研究所,1999:7-13

[3] Ichinoae T.A Shear Design Equation for Ductility R/C Members.Earthquake Engineering and Structural Dynamics,1992,21(2):197-213

[4] Design Guidelines for Earthquake Resistant Reinforced Concrete Buildings Based on Ultimate Strength Concept.Architectural Institute of Japan,Tokyo:1990

[5] 复合受力课题组.混凝土构件受弯、剪、扭及复合受力状态的模型分析与试验研究.2000:7-9

[6] 王铁成.康谷贻.日本抗震指南钢筋混凝土构件抗剪强度的计算模型.建筑结构,2000,30(10):31-33

[7] 管品武,王建强,刘立新.反复荷载下混凝土框架柱塑性铰区基于延性的抗剪承载力机理分析.世界地震工程,2005,21(3):75-81

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