Ultra-High- Performance- Fiber Reinforced -Concrete (U-H-P-FR-C) seismic elements are constructed very differently from traditional concrete. However, as the U-H-P-FR-C seismic members are expensive, much information in the literature about how they behave dynamically. The requirements for the experimental work (design guidelines for large-scale seismic elements) can be reduced using limited element programs. Analytical models, which validated can be employee to examine the modifications in geometry, loading configurations, and reinforcement ratios, which will affect seismic behavior. For simulating the U-H-P-FR-C beam under dynamic stress and evaluate the numerical model's prediction precision, this study used a restricted element program, ABAQUS. Tensile and uniaxial pressure tests have used to establish the parameters of the material model. The results obtained from the numerical models show that the dynamic behavior of U-H-P-FR-C beams can be well predicted by the analytical model.