One of the types of lateral forces resistant systems is the steel shear wall. In this system, steel web plates are attached to the boundary members, including beams and columns. Due to the development of the tension field during the buckling of the web plates, the steel shear wall can effectively withstand lateral loads. If the boundary columns around the steel shear wall are concrete filled steel tube, the inner flange of the column attached to the steel plate will be affected by significant pull out forces. This problem can lead to the yield of the column section. Therefore, in this study, perforated panels are used in a steel shear wall that can reduce the forces applied to the column and reduce the amount of pull out of the column inner flange. In this study, the finite element models of two-story shear walls with solid and perforated panels are simulated using steel columns with a section of tubes with filler concrete. The results of the modeling showed that the use of perforated panels reduced the force input to the boundary components and the amount of pulling out. Also, the anchor capacity of the column flanges is reduced, so that the minimum stresses of the inner flange of the column are not effectively opposed by the seismic behavior of the steel shear wall, and the maximum stresses on the inner flange of the column will not cause a permanent change in the flanges.