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以丹阳市齐梁路京杭运河大桥为工程背景,采用大型有限元分析软件Midas/Civil2010建立了空间有限元模型,对该7度区双索面宽幅矮塔斜拉桥进行了动力特性分析及抗震设计,可供其他同类工程参考。
Taking the Beijing-Hangzhou Grand Canal Bridge of Qiliang Road in Danyang City as the engineering background, the finite element model of the space was established by using the large-scale finite element analysis software Midas / Civil2010. The dynamic characteristics of the double- Seismic design, for other similar projects for reference.