In this study, using adaptive pushover analysis, a steel frame is rehabilitated with the concrete shear walls by three different methods. There is a concrete shear wall state attached to two columns, and the other is the concrete shear wall with a small distance from the columns, and the third state is shear wall in the boundary element of the columns. Steel structures are selected as 5, 10, 15 and 20. The frames at the time of design in accordance with the third edition of the 2800 standard are high in the seismic vibration level that region seismic vibration level is increased by changing the fourth edition of the 2800 standard. The buildings are evaluated before and after rehabilitation using a nonlinear static analysis method. The results indicate that the execution of the wall with the boundary element will increase the base shear, but the structure will fail to change in less displacement.