自20世纪70年代提出钢板剪力墙概念以来,钢板剪力墙就成为学者研究的热点问题.本文介绍了近十年新出现的框架防屈曲钢板剪力墙体系的研究成果,分析了目前该体系研究存在的问题和不足,并主要阐述钢框架防屈曲钢板剪力墙的概念、力学性能、盖板所需最小刚度、极限承载力和抗震性能等问题.%Since steel plate shear wall concept put forward in the 1970s, steel plate shear wall has become a hot is-sue for scholars to study. The paper introduce the research results in recent ten years about steel frame of buckling-restrained steel plate shear wall system and analysis of the shortcomings of current research in the system. Mainly elaborates the concept of steel frame of buckling -restrained steel plate shear wall and mechanical property, the minimum required rigidity for cover, ultimate bearing capacity, seismic performances.
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