For the collision problem of ship and concrete-filled double skin steel tube (CFDST) jacket platform, the numerical model of concrete-filled double skin steel tube conduit leg jacket platform is established by using ABAQUS/Explicit nonlinear finite element software, and the numerical simulation of ship collision is carried out to compare and analyze the resistance of the jacket platform under three working conditions of 1 m/s, 2 m/s and 3 m/s collision speeds. The collision performance, energy dissipation and damage are compared and analyzed. The loss pattern and dynamic response of the overall catenary under the action of concrete-filled double skin steel tube catenary legs are studied in detail in terms of collision force, collision area deformation and catenary energy dissipation. The results show that the CFDST jacket platform is mainly dissipated by the CFDST conduit leg under the action of ship collision load, which effectively controls the overall structural displacement and deformation, improves the overall stiffness, and effectively exerts the combined energy dissipation among the platform members, and the structural collision resistance is significantly improved.