The twist of the structural asymmetry has been one of the reasons for the severe earthquake vulnerabilities. With regard to the advantages of modern seismic design methods in which energy depreciation equipment such as dampers is used to control responses in an earthquake, it is possible to control the seismic twist in the structure. In this study, using a Rocking frame mechanism equipped with dampers at the base of the column and post-tensioned cables, the seismic shear control was carried out in torsional structures 5 and 7 floors. At first, In Abaqus software has been designing very precise details of the connections, as well as the details of the connection between the pillars and the Post-tensioned cables, and then the force-displacements curves and the number and pull-out force of the strain post-tensioned cables with the Gr 270 standard are imported to the SAP2000 software. Design of 5th and 7th floor structures has been done in this software . Also in PERFORM3D software, non-linear time histories have been analyzed based on near-field records. The results of the analyzes show the very efficient operation of the rocking motion system and post-tensioned cables in reducing permanent displacements and seismic shear control. Also, coding of the DEMATEL method in MATLAB software explores the parameters affecting craft motion in these structures, which is the most influential parameter under the output of the method of retarded cables.