本文就钢筋轻骨料混凝土梁的抗剪强度计算问题进行了论述。
This paper deals with the calculation of the shear strength of reinforced lightweight concrete beams.
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.
根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
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