The use of combined steel and artillery systems has gained popularity among engineers in recent years. One of these systems is the combination of steel beam and concrete shear beam that saves in cost and time of construction. In this research, a steel-bonded steel bundle in a correlated shear wall system under cyclic loading in Abacus software was first modeled and verified. Then, in the following research, the performance of the steel connector beam in the shear wall was investigated. To do this, according to the variables considered, 5 models have been designed which include the dimensions of the link beam (length, width, height), the type of connecting beam beam and the shear wall, hardeners (standard, diagonal) It follows that the hysteresis diagrams of all samples have stable rings, and none of them has a loss of strength and hardness, and energy absorption is well done, as well as the use of hardening between 15 Has increased up to 30% energy absorption