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。