在对桥梁减震设计原理进行分析的基础上，利用非线性水平和转动弹簧单元分别代表减、隔震支座和桥墩延性塑性铰的非线性性能，编制了桥梁减震非线性地震反应分析程序，并利用算例分析了桥梁采用减、隔震支座和利用桥墩延性抗震的减震效果。 Based on the analysis of the design principle of the bridge vibration damping, the non-linear seismic response analysis program of the bridge vibration damping was developed by using the nonlinear horizontal and rotating spring elements to represent the nonlinear performance of the ductile plastic hinge of the reduced and isolated bearings and bridge piers, respectively The damping effect of the bridge using the reduction and isolation bearings and the bridge pier with ductile earthquake resistance is analyzed with a numerical example.