本文提出了一种分析列车、大跨度钢桁梁斜拉桥系统空间振动的方法。
In the paper, a method for spatial vibration analysis of the system of train and long span steel trussed cable-stayed bridge is presented.
混凝土索塔钢锚箱的结构形式由于其受力方式明确、施工方便等优点已开始在大跨度斜拉桥中应用。
The distribution formula of horizontal component force between steel anchor cell and concrete tower wall was deduced then.
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