The use of steel shear walls has increased over the last forty years as a system resistant to lateral forces of wind and earthquakes. In structural analyzes, it is generally assumed that the underlying subsoil is rigid, ground-based, and fully engaging. In this assumption, besides that the soil's flexibility is neglected, it does not pay attention to the possibility of elevation of the foundation from the surface of the earth. After applying these effects on the structure, it can be seen that the effect of the interaction of soil and structure on the structure behavior may be reduced or decreased, depending on the soil and structure properties. And not considering these events as reciprocal conditions in retrofitting methods and designing new structures, reduces the confidence in structural design. In this study, the interaction of soil and steel shear walls with considering the loading conditions under the explosive load as well as the different characteristics of the soil under the wall, in addition to the effect of different soil parameters on the behavior of steel shear walls are discussed. Studies show that the explosion affects the behavior of steel shear walls.