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采用双线型模型,由弯矩转角关系判别状态刚度的方法,分析了隔震结构设计中橡胶垫的弹性模量与厚度变化情况下的隔震效果,旨在确定出层间隔震的设计参数,为层间隔震的合理应用提供理论参考。
The bilinear model is used to determine the state stiffness by the relation between bending moment and cornering angle. The isolation effect of the elastic modulus and the thickness of the rubber pad in the isolation structure design is analyzed to design the design parameters , To provide a theoretical reference for the reasonable application of the layer isolation.