Today, the use of new materials with a high strength-to-weight ratio, such as composite materials and sandwich materials is increasing in the transportation industry. This issue is most commonly used in special bridges to passing vehicles and trains. Therefore, the dynamic response analysis of the structure under moving loading is of great importance. Hence, a lot of research has been carried out on this field that helps in solving such problems. The purpose of this research is to analyze the dynamic response of a sandwich beam under oscillatory moving sprung mass. The purpose of this research is to analyze the dynamic response of a sandwich beam under oscillatory moving sprung mass. Many parameters are involved in the dynamic response of the sandwich beam, which can be noted as follows. 1. The mass ratio of the moving sprung mass to the sandwich beam mass, 2. The ratio of the sprung spring stiffness to the sandwich beam bending stiffness and 3. The ratio of the vibrational frequency of the moving sprung mass to the vibrational frequency of the sandwich beam. In the present study, the effect of various parameters such as mass ratios, rigidity, frequency etc. on dynamical response of the sandwich beam under oscillatory moving load is investigated. The dynamic response of a three-layered sandwich beam under oscillatory moving sprung load is by using three-layer theory component is considered as one of this work’s innovations. The performance parameters of the beam, such as critical velocities and critical frequency of the sandwich beam will be investigated. This review will be carried out analytically and by the conventional theory in Sandwich beams problems. The results will be verified by comparing with the results in the subject literature or performing necessary numerical simulations.