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在进行高强混凝土无腹筋构件在轴压作用下抗剪强度试验的基础上，研究了轴压比、剪跨比等因素对抗剪强度的影响及变化规律。通过试验数据的统计回归分析，提出了极限抗剪强度计算公式并给出了公式的适用范围。
Based on the shear strength test of high-strength concrete members without web reinforcement under axial compression, the effects of axial compression ratio, shear span ratio and other factors on the shear strength were studied. Through the statistical regression analysis of test data, the ultimate shear strength calculation formula is proposed and the applicable range of the formula is given.