Earthquake response and earthquake action of single degree of freedom structure with TMD and the add-layer is discussed systematically on the basis of actual design response spectrum.

 
  • 摘要运用复模态方法,以我国现行设计反应谱为基础,对单自由度TMD和“加层”减震结构地震响应及地震作用取值问题进行了系统研究。
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