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。
The shock isolation design of the foundation for a brick masonry residence building in Liyang is conducted.The aseismic behavior of the isolated building under earthquakcs is studied with time history analysis method.The calculation results show that the isolated building keeps elastic state under seldom occurred carthquakes and has excellent aseismic behavior.
出处
《工业建筑》
CSCD
北大核心
2004年第11期94-96,9,共4页
Industrial Construction
