Research Of Resist Lateral Force Structure-steel Corrugated Plate Shear Wall

The new kind of steel shear wall corrugated infill plate is presented in this paper. Their elastic and elastic-plastic buckling behaviors and hysteresis property have been studied by using finite element method, respectively. The obtained result provides a base for further study and application of the steel corrugated plate shear wall.The main research contents are as follows:For accorded with the fact, a finite element model of fact dimension is set up. The column and beam are rigid connect. The corrugated infill plate is welded on boundary frame. Critical buckling load and corresponding buckling mode of opening wall and wholly wall have been research. With plate shell wall compared, we can find many virtue of corrugated wall.The elastic-plastic buckling behaviors of corrugated steel shear wall are researched. The research work is focus on the influences of initial geometric imperfection, aspect ratio, panel slenderness and some parameter of he corrugated plate itself.In the same way, for the opening shell wall, The research work is focus on the influences of cavern size of the wall.Through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.