In this paper, axial compression tests were performed on recycled fiber concrete short columns reinforced by BFRP strips and PVC tube. The main variables investigated were the type of reinforcement (BFRP strip reinforcement or BFRP strip-PVC tube composite reinforcement) and the volumetric configuration rate of BFRP (One or three different number of strips layers and 25 mm/37.5 mm/50 mm with different strip spacing). A set of specimens was selected for each experimental group and simulated through ABAQUS to be used to assess the accuracy of the test. The investigation results show that BFRP strip-PVC tube composite reinforcement not only improves the ultimate bearing capacity of the specimen, but also improves the damage morphology of the fiber-recycled concrete short columns. The reinforcement method's effect on the specimen's stiffness is more significant during the nonlinear strengthening phase of the stress-strain curve. The specimen’s peak stress and ultimate strain of the specimens increased significantly with higher volumetric configuration rate of BFRP. Based on the analysis of the experimental results, the stress-strain calculation model with a softened section is also of better applicability. The study’ results provide a theoretical basis and reference for the future application of fiber recycled concrete.