高轴压比钢骨混凝土矮墙水平加载试验

魏勇; 钱稼茹; 赵作周; 蔡益燕; 郁银泉; 申林

doi:10.13204/j.gyjz200706020

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高轴压比钢骨混凝土矮墙水平加载试验

doi: 10.13204/j.gyjz200706020

1.
1 清华大学结构工程与振动教育部重点实验室土木工程系北京 100084;
2.
2 中国建筑设计研究院中国建筑标准设计研究院北京 100044

基金项目:

国家科技部科研院所技术开发研究专项资金资助基金项目

详细信息

作者简介:
魏勇男 1980年4月出生博士现工作单位为北京市建筑设计研究院 E-mail:qianjr@mail.tsinghua.edu.cn

中图分类号: TU398.9
计量
- 文章访问数: 103
- HTML全文浏览量: 4
- PDF下载量: 85
- 被引次数: 0
出版历程
- 收稿日期: 2006-03-07
- 刊出日期: 2007-06-20

LATERAL LOADING EXPERIMENT OF SRC LOW SHEAR WALLS WITH HIGH AXIAL FORCE RATIO

1.
1 Key Laboratory for Structural Engineering and Vibration of the Ministry of Education,Civil Engineering Department,Tsinghua University Beijing 100084;
2.
2 China Institute of Building Standard Design &Research,China Architecture Design &Research Group Beijing 100044

摘要

摘要: 为研究高轴压比钢骨混凝土矮墙的抗震性能,对3片高宽比为0.95的试件进行水平加载试验。试件呈剪切破坏;端部纵筋、竖向分布钢筋以及钢骨翼缘压曲,钢骨腹板出现塑性铰线。端部钢骨能够提高剪力墙的抗剪承载力,但对试件的塑性变形能力影响不大。据此提出钢骨混凝土剪力墙的受剪承载力计算式,计算结果与试验结果吻合较好。
- 钢骨混凝土矮墙 /
- 高轴压比 /
- 破坏形态 /
- 受剪承载力
Abstract: To study seismic behavior of SRC low shear walls with high axial force ratio lateral loading experiment of three shear wall specimens with aspect ratio of 0.95 was carried out.Shear failure occurred on all specimens.The longitudinal reinforcements at the wall ends and the distributed vertical reinforcements were buckled.The flanges of the structural steel buckled and the plastic hinge lines were observed on the web.The structural steel increased the shear bearing capacity of specimens.The influence of the structural steel area on the plastic deformation of specimens was not obvious in this test.A shear bearing capacity formula of SRC shear wall was proposed and the calculated results had good agreement with the test results.
- SRC low shear wall /
- high axial force ratio /
- failure mode /
- shear bearing capacity

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参考文献(6)

[2] Fumiya Esaki,Masayuki Ono.Effect of Loading Velocity on Mechanical Behaviorof SRC Shear Walls∥Proceedings of Sixth ASCCS Conference on Composite and Hybrid Structures.Los Angeles:2000:809-816

乔彦明,钱稼茹,方鄂华.钢骨混凝土剪力墙抗剪性能的试验研究.建筑结构,1995,25(8):3-7

[3] 黄雄军,罗英,赵世春.劲性混凝土低剪力墙抗震性能研究.四川建筑科学研究,1996,22(1):52-62

[4] GB 50011-2001 建筑抗震设计规范

[5] JGJ 138-2001 型钢混凝土组合结构技术规程

[6] YB 9082-97 钢骨混凝土结构设计规程

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