运用有限元分析软件SAP2000建立巨型框架减振结构的动力计算模型,对巨型框架减振结构进行了动力时程计算,得出巨型框架减振结构在地震波作用下的动力位移及内力等地震响应。比较巨型框架减振结构和抗震结构的动力响应。计算结果表明:巨型框架减振结构具有良好的减振效果,可有效地降低结构的地震响应。 The finite element analysis software SAP2000 was used to establish the dynamic calculation model of the giant frame vibration damping structure. The dynamic time history calculation was carried out on the giant frame vibration damping structure. The dynamic response and displacement of the giant frame vibration damping structure under seismic wave were obtained. Compare the dynamic response of mega-frame vibration-damped structure and anti-seismic structure. The calculation results show that the mega frame vibration-damping structure has a good damping effect and can effectively reduce the seismic response of the structure.