内填砌体短肢墙的抗震性能试验研究

吴敏哲; 杨玉东; 艾兵

doi:10.13204/j.gyjz201005004

内填砌体短肢墙的抗震性能试验研究

doi: 10.13204/j.gyjz201005004

1.
1. 西安建筑科技大学土木工程学院,西安 710055;
2.
2. 西北工业大学力学与土木建筑学院,西安 710072

详细信息

作者简介:
吴敏哲，男，1943年出生，教授，博士生导师。E－mail:minzhewu@163.com

中图分类号: TU352.11;TU364
计量
- 文章访问数: 100
- HTML全文浏览量: 7
- PDF下载量: 58
- 被引次数: 0
出版历程
- 收稿日期: 2009-12-24
- 刊出日期: 2010-05-20

EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF THE SHORT-LIMB SHEAR WITH MASONRY FILLER WALL

1.
1. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. School of Mech.&Civil Eng.,Northwestern Polytechnical University,Xi’an 710072,China

摘要

摘要: 通过对1榀4层单跨内填砌体短肢墙结构在低周反复荷载作用下的拟静力试验研究，分析了这类结构的延性、滞回特性、骨架曲线及刚度退化等问题。研究表明：砌体的存在大幅提高了结构的初始刚度和极限承载力。内填砌体短肢墙结构具有双功能结构的优点，是一种新型抗震控制剪力墙。根据试验中发现的问题，为工程设计提出了建议。
- 短肢剪力墙 /
- 试验 /
- 延性
Abstract: A static test for one 4-story composite structure of short-limb shear with the masonry filler wall is conducted under low-cyclic loading. Based on the experimental results,the bearing capacity,deterioration process of stiffness,ductility,hysteretic curves,energy dissipation and failure characters are analyzed. The analysis results show that the values of initial stiffness,yielding load and ultimate bearing capacity have been improved obviously.The short-limb shear with the masonry filler wall has the advantage of dual function structure,which is a new aseismic shear wall. Some suggestions for engineering design are also presented in this paper.
- short-limbed shear wall /
- test /
- ductility

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参考文献(7)

[2] 艾兵,吴敏哲,郭棣,等. 4 层宽肢异形柱框架结构的抗震性能试验研究[J]. 工业建筑,2007,37(2) :11-13.

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[4] Alidad Hashemi,Khalid M Mosalam. Shake-Table Experiment on Reinforced Concrete Structure Containing Masonry Infill Wall [J].Earthquake Engineering and Structural Dynamics, 2006, 35:1827-1852.

[5] JGJ 1492006 混凝土异形柱结构技术规程[S].

[6] GB 500032001 砌体结构设计规范[S].

[7] 康胜,曾勇,叶列平. 双功能带缝剪力墙的刚度和承载力研究[J]. 工程力学,2001,18(2) :27-34.

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