本文利用层剪切模型探讨了隔震、消能减震结构的分析和设计方法。
In this paper, the analysis and design method of base seismic isolated and energy dissipated structure using the MDOF model has-been studied.
分析表明，考虑土体-结构相互作用，对于消能减震结构体系的动力特性具有明显的影响。
It is found that the soil-structure interaction has great influence on the behavior of energy dissipating structure.
对用于抗震加固的消能减震结构进行了弹塑性时程分析研究，主要解决以下几个问题：确定结构的振动模型；
The elastic-plastic time history analysis on seismic retrofitting of the energy dissipation structures is researched, mainly solved following several problems: Definite structure vibration model;
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