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本文对12根高强混凝土框架短柱在反复荷载作用下的力学性能进行了试验研究，通过试验分析了影响高强混凝土短柱位移延性和抗剪强度的因素，得出高强混凝土短柱抗剪强度的计算公式，计算值与试验结果较为吻合，并给出了相应的关系曲线。
In this paper, the mechanical behavior of 12 high-strength concrete short columns under cyclic loading was experimentally studied. The factors influencing the displacement ductility and shear strength of high-strength concrete short columns were analyzed and the shear strength of high-strength concrete short columns The calculation formula, the calculated value and the test result are in good agreement, and the corresponding relation curve is given.