Benchmark control problem in the study of seismic response of cable-stayed bridges;

TMD,TLD and performance tests for vibration control of steel tower of large span cable-stayed bridge during construction;

Analysis of internal force on temperature of asymmetric tendon disposition cable-stayed bridge in transient temperature field;

The wind-resistant stability analysis and seismic of single tower double planes cable stayed bridge;

The development status and development trend of cable stayed bridge;

The diagonal loading method of cable stayed bridge cable tower anchorage zone model experiment;

Study of new techniques for suppressing cables vibration on the cable-stayed bridges;

Simplified algorithm of vibration on large span cable-stayed bridges and its realization in ANSYS;

Analysis with determining cable tension of cable-stayed bridges;

This paper draws a reasonable conclusion by calculation on the stability of the long span pre stressed concrete cable stayed bridges.

This paper erects the space calculating model of cable stayed bridges in accordance with its construction based on the finite element method theory; establishes its 3 D space natural vibration equation; analyzes and seeks the solution of its natural characteristics.

The article studies the stayed-cable bridge s cable-force monitored technology,analyses the common methods of monitoring cable-force and their characteristics,indicates their scope of application and their deficiency as well,and gives some personal opinions on the matters needed to be studied and discussed.

It applies the influence matrix method which is maturely used in stayed-cable bridge in the research of the design method of the proper cable force of self-anchorage suspension bridge.

Analysis of slackening shake stability of a single post style diagonal cable bridge tower;