摘要
在现有结构体系的基础之上 ,提出了一种新型格撑式复合剪力墙 .通过对二榀格构复合剪力墙和一榀带边框的钢筋混凝土剪力墙的对比试验 ,着重研究了复合前剪力墙的抗震性能、延性和耗能能力 ;给出了复合剪力墙的滞回曲线 ,恢复力计算模型 .试验结果表明
In this paper a novel lattice composing shear wall structure is developed based on the existing structure system,through the contrast test between two pieces of lattice composing shear wall with a piece of shear wall of reinforced concrete with frames,we study the seismic performance,ductility or energy dissipation of the composing shear wall.Results of the test show that the novel lattice composing shear wall has good performances of ductility and energ dissipation,This paper describes hysteresis curse and a restoring force model.The lattice composing shear wall applied in seismic structure makes the structure has several performances of setting up defends.
出处
《天津大学学报（自然科学与工程技术版）》
CSCD
2000年第3期336-340,共5页
Journal of Tianjin University：Science and Technology
关键词
复合剪力墙
钢筋混凝土
抗震性能
试验
seismic performane
energy dissipation
composing shear wall
