摘要
对于框支剪力墙结构,提出在结构底部框架部分,安装粘滞阻尼器的方法进行耗能减震控制,提高其抗震性能。运用大型有限元结构分析软件SAP2000建立了一栋21层的框支剪力墙结构模型,对其进行了纯底部框架结构、普通落地剪力墙结构和安装粘滞阻尼器状态下结构的地震时程分析。结果表明,粘滞阻尼器能够有效地降低整个结构的地震反应,地震时,输入结构的大部分能量由安装于底部的阻尼器耗散,从而保护了主体结构,耗能减震效果明显。
As for frame supported shear-wall structures,the energy dissipation and seismic mitigation method is proposed to solve the problem, aimed at improving the seismic behavior of this structure. A 21-story model of frame supported shear-wall structure is erected with finite element analysis software SAP2000, for the three model of pure frame substructure, ordinary faU-to-ground shear-wall structure and build in viscous dampers structure, seismic time history analysis is conducted. The result make clear that the viscous damper can efficiently reduce the seismic response of the structure, in the proceeding of the earthquake, most energy imported in the structure is dissipated by dampers, main structure is protected, the effect of energy dissipation and seismic mitigation is obviously.
出处
《四川建筑科学研究》
北大核心
2010年第1期145-148,共4页
Sichuan Building Science
基金
教育部课题资助(204141)
关键词
框支剪力墙
粘滞阻尼器
耗能减震
时程分析
frame supported shear-wall structure
viscous damper
energy dissipation and seismic mitigation
time history analysis
