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为了探索斜拉桥梁的整体受力性能,文章以徐州市和平路跨铁路站场斜拉桥主桥设计方案为具体的分析对象,选取结构在地震作用下的结构反应及受力性能进行研究,以期对今后此类桥型的设计与施工能有一定的指导意义。
In order to explore the overall mechanical performance of cable-stayed bridge, this paper takes the design of Hezuo Bridge main bridge of Heping Road across Xuzhou Railway Station as the concrete analysis object, and selects the structural response and mechanical performance of the structure under earthquake action, With a view to the future of such bridge design and construction can have some significance.