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型钢混凝土剪力墙的抗震性能研究
引用本文:曹万林,范燕飞,张建伟,王新杰,王志惠,宋义平. 型钢混凝土剪力墙的抗震性能研究[J]. 地震工程与工程振动, 2007, 27(2): 81-84
作者姓名:曹万林  范燕飞  张建伟  王新杰  王志惠  宋义平
作者单位:北京工业大学,建筑工程学院,北京,100022;北京工业大学,建筑工程学院,北京,100022;北京工业大学,建筑工程学院,北京,100022;北京工业大学,建筑工程学院,北京,100022;北京工业大学,建筑工程学院,北京,100022;北京工业大学,建筑工程学院,北京,100022
基金项目:国家自然科学基金项目(50678010);北京市属市管高校拔尖创新人才基金项目(05004311200501).
摘    要:型钢混凝土剪力墙(亦称为SRC剪力墙)是一种新型的剪力墙,其抗弯承载力、抗剪承载力及延性均好于普通剪力墙。本文简要总结了近年来国内外关于型钢混凝土剪力墙抗震研究的成果。在此基础上,进行了较高轴压比下内藏钢桁架混凝土组合高剪力墙的抗震性能试验研究。试验研究表明,内藏钢桁架的存在明显改善了高轴压比下型钢混凝土高剪力墙的抗震性能。

关 键 词:型钢混凝土  剪力墙  内藏钢桁架  轴压比  抗震性能
文章编号:1000-1301(2007)02-0081-04
修稿时间:2006-09-152006-12-27

Research on seismic performance of steel reinforced concrete shear walls
FAN Yanfei,CAO Wanlin,ZHANG Jianwei,WANG Xinjie,WANG Zhihui,SONG Yiping. Research on seismic performance of steel reinforced concrete shear walls[J]. Earthquake Engineering and Engineering Vibration, 2007, 27(2): 81-84
Authors:FAN Yanfei  CAO Wanlin  ZHANG Jianwei  WANG Xinjie  WANG Zhihui  SONG Yiping
Affiliation:The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
Abstract:Steel reinforced concrete shear wall is a new kind of shear walls,which has better flexure,bearing capacity and ductility than usual shear walls.Some achievements have been briefly introduced about recent research of steel reinforced concrete shear walls.Based upon these studies,the experimental study on the seismic performance of high-rise shear walls with concealed steel truss of high axial-load ratio has been done.The experimental results show that the setting of concealed steel truss can obviously improve the seismic performance of high-rise steel reinforced concrete shear wall of high axial-load ratio compared with the usual ones.
Keywords:steel reinforced concrete  shear wall  concealed steel truss  axial-load ratio  seismic performance
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