Among the effective systems resistant to lateral loads, steel shear walls can be mentioned, the main advantage of which is the buckling ability of the steel plate. In this paper, a comprehensive evaluation of the behavior of this system against lateral loads is presented. The results of the validation of the analytical model with a sample of the tested model show that with increasing the compressive strength of the concrete and the thickness of the steel plates, the structural capacity increases, as well as by creating the seams between the steel reinforced concrete panel; the total capacity of the structure compared to the conventional reduction models And also the tension in the panel in the seamless wall membrane is reduced compared to the tension in the common wall wall. In a composite-wall-mounted wall, the hardness of the system is comparable to that of a conventional shear wall (without Seam) has been found to increase after it has been allowed. For this purpose, by presenting diagrams, the thermal conductivity of the composite shear walls has been suggested.