以轴压比和配箍率为主要控制参数，对六根钢筋混凝土框架柱进行了低周反复荷载作用下的试验研究。分析了复合箍筋柱的强度和延性，讨论了其强度和延性的主要影响因素，并提出复合箍筋柱的承载力计算方法和延性计算公式。结果表明，复合箍筋柱具有较高的强度和变形能力。 With the axial compression ratio and the ratio of the stirrups as the main control parameters, six RC columns were subjected to a low-cycle cyclic loading experiment. The strength and ductility of the composite stirrup column were analyzed, and the main influencing factors of its strength and ductility were discussed. The calculation method of the bearing capacity of the composite stirrup column and the calculation formula of ductility were proposed. The results show that the composite stirrup column has high strength and deformation ability.