Research on the simplified method for calculating shear resistance of cold-formed steel composite wall;

Experimental research on the lateral resistant capacity and the capacity of deformation of composite walls made of bricks with higher compressive strength under low-cyclic loading;

The deformation behavior of composite wall to resist horizontal load is analyzed in this paper.

The Pseudo-dynamic Testing Method for Block Composite Masonry Walls and the Analysis of Seismic Performance;

Based on the experimental study and elastic-plastic FEM analysis of composite masonry walls ,a simplified formular for axial compression bearing capacity is suggested.

Taking the thickness of the bamboo plywood and the thickness and corrugation-height of the profiled steel sheet as variables,quasi-static tests were performed on 5 pieces of the composite walls to acquire their bearing capacity,ductility,coefficients of energy dissipation,and other parameters of their seismic performances.

Taking thickness of the bamboo plywood and thickness and wave-height of profiled steel in the core as parameters, quasi-static tests were done on 5 pieces of the composite walls to get their indexes of bearing capacity,ductility,energy dissipation,and so on.