Researches done on the dynamic behavior of structures shows that structures designed to withstand earthquakes are not necessarily capable of proper operation against explosion loads. Although, some systems may behave appropriately. On the other hand, the change in the use of some structures makes it necessary to reinforce them against the explosion. Therefore, it is necessary to evaluate the performance of the structures against the explosion that, in order to achieve this, it is necessary to investigate the understanding of the behavior of the structures against the explosion of various aspects of the design of building retrofitting against the explosion wave. One of the most effective and economical methods is the use of inactive controlq methods in which among these, divergent bracing systems have many benefits. Therefore, in this study, the behavior of this type of brace has been investigated under the influence of loading caused by the explosion. The aerial bombardment was applied to the frame with vertical linked beam to shear and bending shear lengths. The models are analyzed by nonlinear dynamic analysis and linear static analysis and the results of the analyzes are compared to the tensions, displacements and forces inputted to the models. The results show that frames with shorter linked beam show better performance.