As the main lateral resisting member in high-rise building, the anti-seismic performance of high-strength concrete shear wall exerts a tremendous influence over structure.

So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.

Here is a simulating analysis on the experimental specimen of the carbon fiber reinforced shock-resisting masonry wall using the common limited member commercial software ANSYS.