摘要
双钢板组合剪力墙具有自重轻、高轴压、高延性、薄墙体、抗震性能好、装配率更高等诸多优势,近些年得到了广泛的应用和发展。文中围绕双钢板组合剪力墙抗震、轴压性能以及同其他建筑构件之间连接节点性能的主要研究成果进行回顾和评述,总结了目前研究存在的不妥之处,并对双钢板组合剪力墙在高层装配式建筑中的未来研究方向及应用进行展望。
Double-steel-plate composite shear wall features light weight,high axial compression,high ductility,thin wall,good seismic performance,and higher assembly rate,which has been widely used and developed in recent years.The main research progress of double-steel-plate composite shear wall on the seismic behavior,axial compression performance,and the performance of connecting other building components and joints is reviewed.Problems in the current research are pointed out,and future research direction of applications of double-steel-plate composite shear wall in high-rise assembled building are also prospected.
作者
张金铎
游业刚
张高歌
张纪刚
ZHANG Jinduo;YOU Yegang;ZHANG Gaoge;ZHANG Jigang(School of Civil Engineering,Qingdao University of Technology,Shandong Qingdao 266500,China)
出处
《低温建筑技术》
2023年第1期68-72,77,共6页
Low Temperature Architecture Technology
关键词
双钢板组合剪力墙
抗震
轴压
连接节点
double-steel-plate composite shear wall
anti-seismic
axial pressure
connecting node