板式橡胶支座滑动的地震响应分析

支座是桥梁中的支承部分，是连接桥梁上部结构和下部结构的重要构件，板式橡胶支座常直接放置于墩顶，水平力传递完全靠接触面间的摩擦力作用，在地震作用下可能会发生滑动。通过建立单墩计算模型，对板式橡胶支座滑动的动力性能进行分析。为了克服由于板式橡胶支座滑动引起的梁体移位震害的不足，以一连续梁桥为研究背景，利用Midas软件进行了非线性时程反应分析，探讨目前板式橡胶支座桥梁所存在的问题，提出将梁桥中对称桥墩处改置一铅芯橡胶支座的地震位移控制方法。结果表明：该方法能够有效地控制支座以及其上梁体的地震位移，减少落梁震害的发生。

Seismic Response Analysis of Laminated Rubber Bearing’s Sliding

Bridge bearing is a part of bridges and it is an important component of bridge superstructure and substructure. The rubber bearings are usually placed on the top of the pier directly and the shear force transmitted from the superstructure depends on the friction. The sliding might occur on the interfaces. By the establishment of a single pier model, to analyze the dynamic characteristic of laminated rubber bearings. In order to overcome the displacement damage caused by the sliding of laminated rubber bearing , use a continuous bridge on laminated rubber bearings as the object, the Midas is used to conduct the seismic response analysis of bridge structure by nonlinear time history method. The possible defects of continuous bridge on laminated rubber bearings are discussed，and a new method for controlling girder seismic displacement is proposed, in which laminated rubber bearings on symmetrical piers in a continuous bridge are replaced by lead-rubber bearings. The results show that the new method is effective in controlling the bearing and girder seismic displacement and reducing the falling damage.