钢筋混凝土剪力墙塑性铰区受剪承载力分析

文保军; 梁兴文; 侯莉娜

doi:10.13204/j.gyjz200812016

钢筋混凝土剪力墙塑性铰区受剪承载力分析

doi: 10.13204/j.gyjz200812016

1.
西安建筑科技大学土木工程学院,西安 710055

基金项目:

国家自然科学基金项目(50678146)

详细信息

作者简介:
文保军,男,1982年2月出生,硕士研究生,E-mail:wenloaojun@163.com

计量
- 文章访问数: 112
- HTML全文浏览量: 4
- PDF下载量: 53
- 被引次数: 0
出版历程
- 收稿日期: 2007-10-28
- 刊出日期: 2008-12-20

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

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

摘要

摘要: 在已有试验研究的基础上,采用桁架-拱模型对钢筋混凝土剪力墙塑性铰区的受剪机理进行了研究。引入了考虑轴压比的混凝土强度有效系数;分析了剪力墙截面极限转角、水平分布钢筋、桁架与拱模型倾角等因素对剪力墙受剪承载力的影响;并在此基础上建立了剪力墙塑性铰区受剪承载力计算公式。理论研究与试验分析表明:基于桁架-拱模型的剪力墙受剪承载力公式具有一定的理论依据和实用价值,满足实际工程计算需要。
- 剪力墙 /
- 塑性铰区 /
- 抗剪性能 /
- 桁架-拱模型 /
- 混凝土强度有效系数
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

HTML全文

参考文献(7)

[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

施引文献

资源附件(0)

访问统计