摘要
本文对多自由度减震结构体系建立了数学模型,进行了力学分析,给出了完整的计算方法。另外还对正弦激励和一般地震波作用下的响应进行了减震效果分析。
In this paper, mathematical models and dynamic analyses for MDOF seismic isolated structure with dampers are established and performed,and a comprehensive computational method is provided. The shock absorbing effect of the damper-isolated system excited by sinusoidal wave and general earthquake wave is also analysed.