A quasi-static test on CFRP strengthened RC columns under combined seismic loading;

Through the quasi-static test,the failure characteristic,failure mechanism and bearing performance of three different structure side joints of concrete column and steel beam are studied.

Through quasi-static tests under cyclic loading,the failure mechanism and aseismic behaviour of three rigid joints between steel beam and concrete wall in steel-beam-to-concrete-wall(SBCW) mixed structure were studied.

Study on the pseudo-static test of a 1/8 scale model with the longitudinal RC energy-dissipation braces for a major thermal power plant;

A large scale model test is performed about the loess sub-grade-pile group-gravity bridge pier by using pseudo-static test.

To study the seismic performance of reinforced concrete(RC) special-shaped-column frames,the pseudo-static test of three two-bay and three-story RC special-shaped-column frame specimens was conducted and the experimental frames were theoretically analyzed with pushover method.

A quasi-static experiment under low reversed cyclic load of three full-size cross-shaped specimens(two specimens columns are steel tubes filled with concrete and another is an empty steel tube) of diaphragm-through style beam-column joints is designed and conducted.

The pseudo-static experiment and pulsating test are performed with a three-story masonry of half scale model,and the inter-revising method is employed on identifying the inherent frequencies and mode shapes,the representative volume element(RVE) is adopted for simulating non-linear analysis of spatial masonry structure.