还可考虑因垂直梯度与水平支座一起发生的垂直位移，以及因大梁一端转动引起的垂直位移。
Vertical movement due to vertical grade with horizontal bearings and vertical movement due to girder end rotation may also be considered.
通过算例计算，研究了隔振效果，以及支座水平刚度、外激励频率与生活模块响应的关系。
Finallyit studies isolation efficiency, the relations are obtained among level stiffness of bearing, ocean exciting frequency and maximum response of accommodation module.
指出应考虑多个因素，合理确定隔震支座的设计竖向承载力和水平变位限值。
It is pointed out that in the design of isolated buildings the vertical carrying capacity and limited horizontal deformation of bearings should be confirmed by considering multifactor.
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