Special emphasis is put upon the effects of the axial load level ratio and the web reinforcement ratio on ductility.
重点讨论了轴压比、配箍率对其延性的影响。
The analysis indicates that the shear span ratio exerts the most significant affection to the shear strength of steel fiber reinforced concrete beams without web reinforcement.
分析结果表明，剪跨比对钢纤维混凝土无腹筋梁抗剪强度的影响最大。
According to experimental results, an empirical relationship is suggested for predicting the ultimate shear strength of fiber reinforced concrete beams without web reinforcement.
根据实验结果，导出一个预测无腹筋钢纤维砼梁的抗剪强度经验回归公式。
According to experimental results, an empirical relationship is suggested for predicting the ultimate shear strength of fiber reinforced concrete beams without web reinforcement.
根据实验结果，导出一个预测无腹筋钢纤维砼梁的抗剪强度经验回归公式。
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