摘要
根据组合钢板剪力墙施工方法的不同,对其进行分类,并分别从结构的构造措施、破坏特征、受力机理以及墙板与框架的相互作用等方面进行讨论,结果发现:防屈曲钢板剪力墙抗震性能优异,是一种适合在高烈度震区使用的抗侧力体系。综述国内外的组合钢板墙的理论与试验研究,并对其研究现状进行评价,根据当前研究的不足,提出今后研究的主要方向。
The CSPSW structure system is classified into two types according to construction methods and discussed from construction measures,failure modes,force mechanism and interaction between infill steel plate and surrounding steel frame under categorization. Existing results indicate that buckling-restrained steel plate shear wall is suitable to be employed in high-intensity areas due to its outstanding earthquake resistant behavior. Theoretical and experimental tests on composite steel plate shear walls from domestic and overseas are summarized and the research status of CSPSW is evaluated. Finally, the future research direction is presented according to current research deficiency proposed.
出处
《济南大学学报（自然科学版）》
CAS
北大核心
2012年第1期106-110,共5页
Journal of University of Jinan(Science and Technology)
基金
国家自然科学基金(51078169)
关键词
组合钢板剪力墙
双重抗侧力体系
防屈曲
拉力场
滞回性能
防屈曲钢板剪力墙
composite steel plate shear wall
double lateral force resisting system
buckling restrain
tension field
hysteretic behavior
buckling-restrained steel plate shear wall
