The invention relates to a dynamic analysis numerical simulation method for a super high-rise structure. The unconditionally stable dynamic time history analysis method for the super high-rise structure with the high-order precision comprises the following steps that 1, spatial finite element dispersion is conducted on the super high-rise structure, a finite element model dispersion system of thesuper high-rise structure is established, and a motion equation set of the dispersion system is exported according to the Hamilton principle; 2, calculating an equivalent dynamic load; 3, selecting atime step length; 4, calculating time step by step, and calculating the displacement, speed and acceleration of each time step at the end moment; Compared with a traditional second-order dynamic time-history analysis method such as a Newmark method, the dynamic time-history analysis method has the advantages of being high in precision order, high in calculation efficiency and the like, false high-frequency modes caused by spatial dispersion can be filtered out, operation steps are simple, implementation is easy, and high engineering application value is achieved.