本文分析现阶段隔震结构在支座出现拉应力的解决方案,得出一般采取的措施为:新型隔震支座的使用、隔震方案优化布置等。现结合银川市某高层住宅隔震设计,分析叠合橡胶隔震支座的拉应力,同时为提高橡胶支座受拉安全储备,在隔震层的角部装置新型抗拉装置,为其提供较大的竖向拉力。 In this paper, the solution to the tensile stress of the isolated structure at the present stage is analyzed, and the general measures taken are as follows: the use of the new type of isolation bearings and the optimization of the isolation scheme. Based on the isolation design of a high-rise residential building in Yinchuan, the tensile stress of the laminated rubber bearing is analyzed, and at the same time, a new type of tensioning device is installed at the corner of the seismic isolation to improve the safety of tensioning of the rubber bearing. Larger vertical pull.