1·The Formula of ultimate flexural capacity is given according to Plastic Principle.
通过塑性铰理论，推导了加固后梁的承载力计算公式。
2·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。
3·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。
4·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。
5·The experiments show that PCSPs have excellent flexural behavior, stiffness and flexural capacity, which satisfy the requirements of codes.
试验研究表明，预应力混凝土夹芯板具有很好的抗弯性能，刚度和承载力均能满足规范要求。
6·Experiments have been conducted on the ultimate flexural capacity in composite steel -concrete beams with external post - tensioning tendons.
本文对体外预应力钢一混凝土简支组合梁的抗弯承载能力进行了静载全过程试验研究。
7·Experiments have been conducted on the ultimate flexural capacity in composite steel - concrete beams with external post - tensioning tendons.
本文对体外预应力钢-混凝土简支组合梁的抗弯承载能力进行了静载全过程试验研究。
8·Based on the test results and theoretical analysis, the calculation method of flexural capacity of the hybrid reinforced concrete beams is presented.
依据实验结果和理论分析，提出了混杂配筋混凝土梁抗弯承载力计算方法。
9·Equipped with extremely high flexural capacity, the mechanical property of walls is so excellent as to reduce dependence on any auxiliary steel structure.
极高抗弯承载力，墙体里学性能优越，减少对辅助钢结构的依赖。
10·In order to overcome this deficiency, a new method is proposed to calculate flexural capacity, and the calculated results agree well with the numerical results.
建议了正截面受弯承载力计算的新方法，计算结果精度较高，并且克服了规范公式在低轴压下偏于不安全的不足。