核电工程双钢板混凝土组合剪力墙研究综述  

Review of Studies on Composite Shear Walls with Double Steel Plates and Filled Concrete for Nuclear Power Plants

作　　者：李晓虎[1] 李小军[1,2] 申丽婷 刘进[1] 

机构地区：[1]北京工业大学建筑工程学院,北京100124 [2]中国地震局地球物理研究所,北京100081

出　　处：《震灾防御技术》2016年第3期505-512,共8页Technology for Earthquake Disaster Prevention

基　　金：国家自然科学基金创新研究群体科学基金(51421005);北京市属高等学校创新团队建设提升计划(IDHT20130507);国家科技重大专项(2013ZX06002001)

摘　　要：双钢板混凝土组合剪力墙在核电工程中的应用已成为大势所趋,对核电工程的建设起到了推进作用。本文分析了核电工程双钢板混凝土组合剪力墙的发展背景,总结了国内外双钢板混凝土组合剪力墙的抗震性能在试验、数值模拟及理论分析等方面的研究现状,并且对核电工程双钢板混凝土组合剪力墙在世界各国的研究进行了总结,最后对双钢板混凝土组合剪力墙的研究提出了一些关键问题,并对下一步的研究工作进行了展望。In recent years, the application of composite shear walls with double steel plates and filled concrete has become a development trend and has been applied more and more in the construction of nuclear power plants. In this paper, the research status of composite shear walls with double steel plates and filled concrete on seismic performance are summarized from several aspects including experiments, numerical simulation and theoretical analysis. The development background of composite shear walls with double steel plates and filled concrete for nuclear power plants （SCN） is analyzed. The research on SCN both at home and abroad are summarized too. At last, several key problems about the research on SCN are put forward and the future research work is prospected.

关 键 词：双钢板混凝土组合剪力墙 试验 数值模拟 抗震性能 

分 类 号：TU398.9[建筑科学—结构工程]