Passive control systems through hysteretic devices represents one of the best technique for retrofitting, or upgrading, the numerous existing reinforced concrete framed buildings, located in Italy in areas with high seismic hazard and designed without an appropriate seismic detailing. These systems absorb the inertial actions in combination with the existing structure, increasing the stiffness of the frame and providing an additional dissipation of the energy by means of their ductility capacities to exhibit large inelastic deformations. The thesis deals with the design of dissipative buckling restrained braces (BRBs), in order to upgrade an existing building in L’Aquila. Specifically, it is used a procedure based on the results from pushover analysis considering as design parameter the maximum inter-storey drift properly chosen in order to avoid an excessive damage of the main structure.