Based upon these studies,the experimental study on the seismic performance of high-rise shear walls with concealed steel truss of high axial-load ratio has been done.

In order to investigate the aseismic performance of mid-rise RC composite shear walls with concealed steel truss,the low-frequency quasi-static cyclic loading experiments on six 1/3 scale mid-rise shear walls,including two usual shear walls,two shear walls with concealed steel frame and two shear walls with concealed steel truss,were carried out.

Experimental study on low-rise RC shear wall with concealed truss;

Seismic performance of high-rise shear wall with concealed truss

In this paper,mid-rise shear wall with concealed truss has been brought forward.

Review and analysis of researches on bending behavior of welded joint of steel tube truss;

Based on considering seven types of load combination,static performance of roof structure with steel tube truss of one gymnasium was analyzed.

A great many intersecting lines exist among steel tube truss structure but the traditional manual-lofting cut can no longer fulfill the requirement for precision and mass production.

Section optimization by full-using-rate zigzag method for angle steel truss;

Experiment studies on torsional behavior of RC composite perforated core walls with concealed steel truss;

Study on seismic behavior of RC composite perforated core walls with concealed steel truss subjected to eccentric horizontal loading;

Experimental study on seismic behavior of RC composite perforated core walls with concealed steel truss;