Seismic earthquake systems often experience non-elastic behavior during a large earthquake throughout the structure, which ultimately results in residual deformation and distributed failure in the structure, in such a way that repairs of these failures are not cost-effective. And sometimes leads to structural damage, and this creates a new idea to limit damage in certain points of the structure. These methods include cradling systems. In these systems, the main building treats elasticity in such a way that energy absorption and nonlinear performance are only applied to certain parts of the building that are already foreseen. , It happens.The system used in this research is a Diagrid structural system with rocking motion.For the correct modeling of this new system, firstly, the design of the post tensioned cables, as well as the precise details of the pins connections as well as the yield dampers in the Abaqus software, are designed with consideration of the connecting dimensions for the 12-story braced frame, and then, in the SAP2000 software, the design of structural members We perform a rocking motion for the 16th and 12th floor diagrid structures.Further nonlinear analyzes are performed in Perform 3D software. Results indicate that the seismic performance of rocking motion diagrid structures is better than girder diagrid structures, since it not only reduces the damage in the structure However, the overall permanent structural displacement of the structure is also reduced due to pulled cables.