Twelve groups of steel fiber reinforced rubberized concrete （SFR-RuC） with crumb rubber content ranging from 0%-20.0% and steel fiber content ranging from 0%-1.5% were prepared by optimizing the mixture design at equal strength， and uniaxial cyclic compression tests were performed to investigate their cyclic mechanical behavior. The results show that SFR-RuC with 20.0% rubber particles can be obtained with the similar strength to normal concrete C60 by optimizing the mixture design. Compared with specimens of normal concrete， rubber concrete and steel fiber reinforced concrete， the SFR-RuC specimens show good mechanical properties under uniaxial cyclic compression， and the failure mode of SFR-RuC specimens is ductile. The ductility， toughness and dissipated energy of SFR-RuC specimens are obviously enhanced， while the plastic strain accumulation and stiffness degradation become slower. Based on experimental data and comprehensively considering the influence of crumb rubber and steel fibers， a constitutive model is proposed to generalize the stress-strain response of SFR-RuC under uniaxial cyclic compression， which can provide some theoretical background for the design and analysis of SFR-RuC structure.