The seismic response time-history of a continuous girder bridge with viscoelastic damper is analyzed. The effect of vibration mitigation of the damper in bridge and the influence of the damper parameters to the absorption effect are discussed. The result shows that the bridge with viscoelastic damper can minimize seismic response, and the damper parameter should be optimized in order to get nicer effect.
李兴田,朱东生.连续梁桥中设置粘弹性阻尼器的减震效果分析[J].地震工程学报,2006,28(1):26-30. LI?Xing-tian, ZHU?Dong-sheng. Analysis on Effect of Absorbing Vibration for Continuous Girder Bridge with Viscoelasic Damper[J]. China Earthquake Engineering Journal,2006,28(1):26-30.