Several bridge schemes with medium and large span from 100 to 200m, such as partial cable stay bridge, self-anchored suspension bridge, continuous beam bridge and c.

The article uses Ansys finite element software to analyze the dynamic characteristics of the new half-through steel truss self-anchored suspension bridge, and puts forward the more correct method to establish the model to make the calculation result able to meet the requirements of the engineering analyzing accuracy.

Based on Nanjing Sanshan Bridge,a self-anchored deck arch bridge,its availability of simplified model for the kind of bridge is studied.

Up to now, the study and design on self-anchored bridge is concentrated on the self-anchored half-through, through arch bridge and suspension bridge.

Using ansys finite element analysis software,the dynamic characteristic of half-through steel truss self-anchorage suspension bridge is analyzed.

Guanghua Bridge in Changzhou is a self anchored suspension bridge with double cable plane.

Study of limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength;

Stability parameter pnalysis of wind resistance and wind tunnel test for long-span self-anchored suspension bridges;

Flutter stability of long span self-anchored suspension bridges and wind-tunnel tests;