In the prequalified connections which were introduced after the 1994 Northridge earthquake, the panel zone does not maintain any damage due to the formation of plastic hinges at the beam and at a specific distance from column face. Nevertheless, during moderate and strong earthquakes, because of the plastic deformations that occur at the beams, repairing the structure would be practically impossible. This study investigates the experimental and numerical performance of a connection that is repairable. The proposed connection suggests the accommodation of a distance between the two free edges of the beam at the location of the splice while the two parts of the beam are connected through the use of fuse plates and high-pretension bolts. In order to investigate the repairability of the proposed connection, cyclic loading was applied to 4 full-sized samples. Samples were loaded until 0.07 drift, and after replacing the fuse plates, cyclic loading continued until 0.09 drift. The characteristics of the column and the panel zone were selected so that damage would be sustained by the beam and performance of the connections could be compared. The test results indicated that the plastic hinge was formed in the fuse plates and it could be replaced. However, the early buckling of the fuse plates of the beam flanges has resulted in a 22 percent decrease in the moment capacity of the fuse design. On the other hand, the stiffness of the connection saw an 8.61 percent decrease after replacing the fuse plates.