In the design of structures, the soil is usually considered to be rigid under the foundation and its flexibility in the response to the structural shiver is ignored. Considering the flexible behavior of the soil in the response of the structure's shiver, it is expected that the structure response will be influenced by the new dynamic system and the structural deformations during the earthquake will be affected by the interaction of the soil, foundation and structure. In fact, at the time of the earthquake, the structure is usually rocked, and the hypothecation of the column floor reduces the accuracy of the structural responses. The purpose of this study was to investigate the effect of soil interaction and rocket motion on the response of special rigid steel frames. In this regard, the response of 10 and 20 steel structures with special rigid frame in two modes of existence and absence of interaction between soil and structure under the influence of analysis The dynamics of the limited finite element software (Abaqus) has been reviewed. The results of the analyzes show that the structural performance analysis, taking into account the interaction, leads to changes in structural responses such as basement cutting, axial force and displacement.