胜利大桥

本文对山东省东营胜利大桥跨度为30m的简支预应力混凝土引桥进行了桥梁动载试验，探讨车辆行驶速度和桥面不平对桥梁动态增量的影响。

This paper mainly deals with the effects of passage velocity of vehicle and roughness of bridge deck on the dynamic increments of bridge response under the action of traffic loads , Field tests are carried out on a simply supported prestressed concrete bridge approach in Shandong Province , China .

通过相应的测试手段，获取全桥模态参数以及在不同工况下的应变响应。（3）依据黄河胜利大桥的缩尺模型建立简化的三主梁有限元模型。

By the appropriate means of testing , It would be obtained that modal parameters and strain response in different conditions for the bridge . ( 3 ) A simplified three-main-beam finite element model was constructed based on the reduced scale model of the Shengli Bridge .

以胜利黄河公路大桥为例，介绍了经验统计法、规范校核法、pushover方法、大跨度桥梁定性和定量分析等桥梁震害预测方法。

Some prediction methods used in Shengli Yellow River Bridge are introduced here , such as experiential statistics method , criterion proofread method , Push-over method and quantitative and qualitative analysis for huge span bridge .

胜利黄河公路大桥震害预测研究

Study on the prediction of seismic damage in Shengli Yellow River Bridge