The invention discloses a novel moving unit method for analyzing coupling vibration of a ballastless track of a high-speed railway. The method comprises the following steps: establishing a three-layerTimoshenko beam vibration equation considering discrete track cushion blocks, transforming a control equation by introducing moving coordinates moving along with a vehicle, and establishing a mass, rigidity and damping matrix of a track by adopting a Galerkin method; adopting a nonlinear Hertz model to couple an orbit MEM unit and a 10-degree-of-freedom vehicle multi-body dynamic model, and finally, adopting a Newton-Raphson iteration method and a Newmark integral method to solve. By calculating the dynamic response of the track under the moving load, the actual use conditions or damage conditions of the track under different use environments are obtained, and relative design or renovation is performed, so that the service life is prolonged, the operation safety is improved, and the use cost is reduced. Compared with other analysis methods, the method can greatly improve the calculation efficiency, is more realistic, and is accurate and effective.