The location of Iran in the Alpine Himalayan seismic belt and the vulnerability of conventional systems makes the passive control systems to prioritize the design of earthquake and structural engineers so that, with the design and implementation of structures with energy dampers, the absorption and amortization of earthquake energy with this tool and the structures and its inhabitants are protected from possible earthquake hazards. The types of passive control systems can be referred to as Viscose Damper, which has been studied in this study. In this research, two samples of three and fifteen storey concrete structures in SAP2000v19 software were analyzed by dynamic scale of linear time histories using three scaled Kobe, Northridge and Manjil earthquakes, and Scales have been made and aligned using Seismosignal software and Excel in accordance with Regulation 2800, version 4. The results show that viscous dampers have higher energy absorption in high structures and in larger frames, and significantly reduce the total and inter-storey drift of the structure.