anchored suspension bridge造句

Based on Wanxin bridge construction control, this paper studies the theory and method of self-anchored suspension bridge construction control.

The rational cable force of self-anchored suspension bridge can be researched by the methods being used in optimizing the cable force of cable-stayed bridge.

The catenary theory and geometrical nonlinear finite element method were adopted in determining the dead-load state of self-anchored suspension bridge with spatial cables.

Basing on the damage experiment of one certain long-span self-anchored suspension bridge, the application of SVM to this damage experiment is studied.

The paper introduced the influence of self-anchored suspension bridge on structural safety performance after the damage and fracture of boom for reference.

Analysis of finished main cable shape of self-anchored suspension bridges with single tower