COMPREHENSIVE ANALYSIS FOR THE EFFECT OF MULTIFACTOR TO THE OPTIMUM STIFFNESS OF SHEAR WALL

Based on considering the bending deformation Of shear walls, the optimum stiffness of shear wall in a frame-shear wall structure was analyzed in this paper in six combined cases with the hoal deformation of side columns of frame or walls, the shear deformation of shear walls and the different coupling of binding beams. This paper finally comes to a conclusion that the optimum stiffness calculated with the simplified computation module in which only the bending deformation of shear walls is considered can be used as the planning basis of shear walls in engineering practice.