摘要
本文指出了双钢板混凝土组合剪力墙结构自身的特性和结构的受力机理,总结了国内外研究者对双钢板混凝土组合剪力墙,在结构试验、有限元模拟、理论计算和局部稳定分析4个方面的抗震性能研究现状,分析目前研究成果中存在的优缺点,提出了双钢板混凝土组合剪力墙研究中存在的若干关键问题。展望了双钢板混凝土组合剪力墙抗震性能研究的发展前景。
Composite shear walls with double steel plates and filled concrete has high strength, short construction period, and thus has wide attention in civil engineering. In this paper, the characteristics of composite shear walls with double steel plates and filled concrete and composite structure force mechanism are pointed out. The present situation of the research on the seismic behavior of composite shear walls with double steel plates and filled concrete from four aspects including structural experiments, calculating method, calculating theory and local stability are briefly expounded, and the shortcomings in the research are analyzed. After comparing many achievements, several key problems in the research of seismic behavior of composite shear walls with double steel plates and filled concrete are put forward. Finally, the development of the seismic behavior of composite shear walls with double steel plates and filled concrete is prospected.
出处
《建筑科学》
北大核心
2014年第1期16-20,46,共6页
Building Science
基金
重大专项子课题16(2010ZX06002-10-16)
关键词
双钢板混凝土组合结构
结构特性
抗震性能
研究进展
composite shear walls with double steel plates and filled concrete
structural characteristics
seismicbehavior
research advance
