索道桥是以拉索作为主要受力构件,钢横梁及木板等作为局部受力构件的一种悬索体系桥梁,其作为非永久使用桥梁,目前我国还没有关于其设计施工的标准。本文以某工程大跨度索道桥为例,运用有限元软件MIDAS/civil对索力及横向稳定性进行了计算分析,并对拉索、钢横梁、锚杆的设计进行了验算,所得结果及计算过程可为类似索道桥提供参考。 Cable-stayed bridge is a kind of suspension system bridge with cable as main force component, steel beam and wood board as local force components. As a non-permanent bridge, there is no standard about its design and construction in our country at present. In this paper, taking a long-span cable-stayed bridge as an example, the finite element software MIDAS / civil is used to calculate and analyze the cable force and lateral stability. The design of the cable, steel beam and anchor rod is checked and the results and calculation The procedure provides a reference for a similar ropeway.