基础隔震是新近发展起来且正在不断完善的一种技术。以一幢12层框架-剪力墙结构作为研究对象,利用有限元分析软件ANSYS对底部两层框架结构进行非线性动力时程分析,探讨采用叠层橡胶基础隔震技术后的减震效果及其地震反应的特点。通过计算分析比较,可以看出建筑物采用橡胶垫隔震支座后隔震效果显著,大大的减轻了结构的水平地震作用。而且隔震结构的基底剪力、层间位移、各层加速度都远远小于不隔震结构。 Base isolation is a newly developed technology that is constantly improving. Taking a 12-story frame-shear wall structure as the research object, the non-linear dynamic time-history analysis of the two-story frame structure with finite element analysis software ANSYS is carried out, and the damping effect after using laminated rubber base isolation technology is discussed. Its seismic response characteristics. Through the analysis and comparison of calculation, it can be seen that the seismic isolation effect of the building with the rubber pad isolation bearing is remarkable, which greatly reduces the horizontal seismic action of the structure. And basement shear isolation structure, interlayer displacement, acceleration of all layers are far less than non-isolated structure.