In order to rehabilitate the structures against explosion, it is necessary to examine the various aspects of building design against the explosion wave by understanding the behavior of the structures against the explosion. One of the inactive control methods is the vertical link beam system, where the vertical link beam is installed vertically between the two knot braces and the lower wing of the upper bezel and reduces the failure of the main structure. In this study, using ABAQUSE 6.14.3 software, this type of bracing has been modeled and its response to the explosive wave has been addressed. The explosion was carried out aerially and with three different, intense, moderate and weak forces to the frame with vertical link beam to shear length and bending shear. The models are analyzed using nonlinear dynamics analysis and the results of the analyses are compared to the tensions, displacements and forces inputted to the models