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与桥梁工程中传统的“抗震设计”相比,减震阻尼橡胶支座基于以“柔”克刚的思想,充分考虑突发性超烈度大地震对结构的作用,通过采用隔震、消能、调整结构动力特性等方法,达到隔离地震或削减地震反应的目的,将使桥梁上部结构加速度反应在地震作用下大大降低,不仅保证了“小震不坏、中震可修、大震不倒”的原则,而且在高震区大大降低了桥梁结构的设计造价。
Compared with the traditional “seismic design” in bridge engineering, the damping rubber bearing is based on the idea of “soft” Kragon and fully takes into account the effect of a sudden super-intense earthquake on the structure. Earthquake, energy dissipation and adjustment of structural dynamic characteristics to achieve the goal of isolating earthquakes or reducing the seismic response, the acceleration response of the superstructure of the bridge will be greatly reduced under the action of the earthquake, which not only ensures that the small earthquakes are not bad but the moderate earthquakes are repairable , The earthquake does not fall "principle, but also greatly reduces the design cost of the bridge structure in the high earthquake zone.