By geomechanical model tests,the variation characteristics of tension in non-bonded prestressed anchor cable and fully grouted anchor cable during the underground opening excavation and overloading are given.

By introducing strength reduction FEM and engineering case,the application of the method of strength reduction FEM and limit equilibrium method in the design of embedment length of free segment of cable is explained and compared.

Model test of self-anchored suspension and cable-stayed combination bridge in service stage

Non-linear programming method for main cable s configuration calculation of self-anchored suspension bridge;

Design of hanger tension and cable configuration for self-anchored suspension bridges;

Seismic response analysis and simulation of self-anchored suspension bridge based on ANSYS;

The Research on the Structural Reliability for Self-anchored Suspension Bridges;

Study on the Seismic Responses and Shock Absorption Technique of Self-anchored Suspension Bridges;

In recent years, many long-span self-anchored suspension bridges have been constructed because this type of structure has lots of merits such as graceful appearance, new type of structure and convenience in choosing bridge location.