复式钢管混凝土柱-钢板剪力墙抗震性能分析  

ANALYSIS OF SEISMIC BEHAVIOR OF COMPOSITE CONCRETE-FILLED STEEL TUBULAR COLUMN-STEEL PLATE SHEAR WALL

作　　者：张峻 Zhang Jun

机构地区：[1]宁波市建设工程安全质量管理服务总站,浙江宁波315010

出　　处：《建筑技术开发》2023年第4期58-61,共4页Building Technology Development

摘　　要：在高层及超高层结构中,将复式钢管混凝土与钢板剪力墙结合起来的框架结构的抗震性能研究却较少,所以需要进一步对其进行相关试验和分析。设计了有钢板剪力墙和无钢板剪力墙两种框架结构体系,研究钢板剪力墙对框架结构抗震性能的影响。通过低周反复荷载试验,研究了两种结构在循环荷载作用下的抗震性能指标,为带钢板剪力墙的复式钢管混凝土框架结构抗震性能提供相关理论指导和借鉴。The existence of shear walls can effectively enhance the lateral movement stiffness of frame structures with less cost,so it has been widely used in high-rise and super-high-rise structures.However,the seismic performance research of the frame structure combining double steel pipe concrete and steel plate shear wall is less,so further test and analysis related to it are needed.In this paper,two kinds of structural members with steel plate shear wall and no steel plate shear wall are designed,and the influence of steel plate shear wall on seismic performance of frame structure is studied.Through the low cycle reciprocating load test,the related seismic performance indexes of the two kinds of structures under periodic load are studied,which provides relevant theoretical guidance and reference for the seismic performance of composite concrete-filled steel tubular frame structures with steel plate shear walls.

关 键 词：复式钢管混凝土 钢板剪力墙 抗震性能 

分 类 号：TU74[建筑科学—建筑技术科学]