Even during minor seismic events, buildings and towering structures are destroyed by earthquakes. For structures to withstand seismic vibration, they must be strengthened to the greatest extent feasible. Seismic retrofitting refers to the process of enhancing the earthquake resistance of buildings with external connections. Traditional seismic retrofitting techniques are frequently inefficient and costly. The phrase "energy dissipation" is commonly used. Significant advances have been made in the field of energy dissipating devices. New retrofitting techniques and dampers have emerged in recent years. Dampers are retrofitted devices that both increase a structure's resistance to seismic vibrations and dissipate energy. In this investigation, a building model was fitted with three distinct types of dampers and then subjected to seismic loading. To determine the most effective attenuation configuration, the responses and outcomes of all cases were recorded and compared. A model of a thirty-story building was constructed in SAP software, and all specified loads were applied to it. Accelerogram were obtained following an analysis of time history without dampers. Different responses, including storey displacements, drifts, and pseudo spectral accelerations, were obtained using the same retrofitting procedure on the same structure. Responses for three distinct damping configurations were obtained. Time history analysis was repeated for each of the three configurations. Comparing the retrofitted structure to the unmodified structure, the seismic response was drastically reduced. The analysis revealed that seismic responses were substantially reduced by retrofitting.