Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
本文还分析了配筋砌块砌体剪力墙端部约束对其抗弯承载力的影响。
Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
The experimental results indicate that the flexural capacity and stiffness of the strengthened beam are evidently improved.
试验结果表明，加固梁的承载力和刚度提高明显。
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