The objective of this study is to evaluate the performance of Ultra High Performance Fiber Reinforced Concrete (UHPFRC) flexural members under cyclic loading. Six cantilever beams are designed and prepared. The design parameters include fiber volume fractions, and locations, types, and amounts of fibers. The performance of the cantilever beams is evaluated using multiple measures, including: initial stiffness, strength, ductility, energy dissipation, hysteretic loop, and cracking behavior. Detailed results are presented in the dissertation.