The steel plate shear wall is known as a system with a ductility and high side resistance in buildings. On the other hand, with regard to utility issues and architectural constraints, in particular in building retrofitting, it is inevitable that the opening of some of the shear walls is necessary. The consideration of openings reduces the hardness and resistance of the wall. In this paper, the effect of circular stiffeners in the presence of circular openings in the middle of the steel wall is investigated. For this, the stiffeners is placed in one to seven rows and parallel to the opening edges. In order to investigate the effect of stiffener thickness in constant cross-section conditions, plate with 40 × 20 and 80 × 10 × section are used. stiffener rows are placed apart by one, two, and three times the stiffeners width Coefficient. The proposed arrangement tries to control the early buckling of the panel and turn the global buckling around to local buckling in the between of the stiffeners. With the aim of evaluating this issue, modeling with Abaqus software will be used. The good Conformity of the response of the Vian and Bruno test samples to the results of the dependent partial component model confirms the accuracy of the findings.