摘要
对溧阳市燕山南苑二期7号楼砌体结构住宅楼进行了基础隔震设计,采用时程分析法对隔震结构的地震反应进行了计算。计算结果表明,隔震结构在大震作用下仍处于弹性工作状态,结构由传统抗震设计的"大震不倒"提高到了"大震不坏",具有优越的抗震性能。
In this paper, the seismic isolation design of a brick masonry residence building in Liyang City is described.The aseismic behavior of the isolated building under earthquake is studied with time history analysis method.The calculation results show that the isolated building has excellent aseismic behavior and keeps elastic state under seldom occurred earthquake.
出处
《重庆建筑大学学报》
CSCD
2004年第6期116-119,128,共5页
Journal of Chongqing Jianzhu University
关键词
砌体结构
基础隔震
时程分析
brick masonry structure
base isolated
time history analysis
