摘要
板柱体系抗震性能较差,为了提高板柱体系在水平力作用下的抗震性能,提出了两种加设柔性支撑的板柱结构,讨论其动力性能,并对其进行了加速度反应谱分析,与原结构及加设剪力墙的板柱结构进行对比,效果较好。
The seismic behavior of slab-column stmction is worse. The two slab-column structure using soft-support are giving here. Dynamic characteristic is given here. The dynamic analysis of earthquake response of these structure is described. Compare the results with the same kind of anti-seismic structure （the slab-column structure with shear wall） ,the soft- support system is very efficent.
出处
《四川建筑科学研究》
北大核心
2008年第3期146-148,共3页
Sichuan Building Science
关键词
柔性支撑
板柱体系
反应谱分析
soft-support
slab-column structure
response spectrum analysis
