Experimental investigation of aseismatic behavior of masonry envelopes strengthened with prestressed diagonal bar;

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;

Study on the anti-vibration properties of inclined cable induced by wind and rain of Quanzhou Jinjiang Bridge;

The influence of bending rigidity on the nonlinear natural frequency of inclined cable is studied.

A new damper system called Lever Mass Damper(LMD)for vibration control of inclined cables on cable-stayed bridges is developed,and the structure,damping principle of LMD for vibration suppression are discussed as well.

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;