According to Parra-Montesinos, without shear reinforcement, a ratio of generally associated with a roughly 1.5 percent drift capacity in the slab-to-column frame.
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A new method for computing shear strength of reinforced concrete flat plate without shear reinforcement while transferring shearing force only is presented herewith.
提出了无剪切钢筋的钢筋混凝土平板在仅传递剪力时，其抗剪强度的计算方法。
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。
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