摘要
通过对基础滑移隔震体系等代模型自振特性的分析，就多自由度剪切型隔震结构振动特性进行了较为全面的探讨，从而为滑移隔震结构的动力计算建立了合理的理论依据．
Through the analysis of natural vibration properties for the equivalent-replacement model of the system with sliding base isolation, the vibration properties of the multi-degree of freedom shear structure with sliding base isolation are fairly discussed in this paper, so the theoretical bases of dynamic calculation of the structure with sliding base isolation are established.
出处
《世界地震工程》
CSCD
2001年第1期50-55,共6页
World Earthquake Engineering
