The purpose of the present study was to investigate and control the seismicity of a ten-story steel structure with a conventional reinforced steel folding frame (OMRSF) system using Pal friction damper and comparing results with unstructured structures. First, the gravity loading of the structure was discussed, then, using the UBC 97 and NEHRP regulations, the basic cutting and base cutting coefficient for this structure was obtained. The structure model was built into the SAP 2000 software, and the manually computed downloads are given to the software. Finally, the initial structure was analyzed without the presence of frictional dams and the structures were calculated. In the next step, friction dampers were designed and added to the structures after mechanical specification. The structure with friction dampers was analyzed and then the nonlinear dynamics analysis of the time history for the Alstroen earthquake record in two levels of DBE and MCE was carried out and the results were obtained. Finally, the initial structure responses without damping were compared with the results of structural analysis improved with dampers. The results of nonlinear dynamics analysis of time histories show that the presence of friction dampers in the structure significantly reduces the structure of drifts and these drafts are within the scope of the regulations.