英汉例句

• 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。

• With the FRP strengthening system, performances of masonry structures increase obviously in terms of seismic resistance, shear resistance and flexural capacity out of plane.

  FRP加固砌体结构可以提高砌体结构的抗震、抗剪和平面外抗弯性能；

• And load history and initial damage affect the development of crack, stiffness and flexural capacity of the beams.

  初始荷载、初始裂缝及加载历史等对加固梁的裂缝发展、刚度、屈服荷载和极限荷载均有不同程度的影响。

• 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。

• Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.

  在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。

• It is researched that the ultimate flexural capacity of external prestressed composite steel-concrete beams in ultimate limit state of carrying capacity, and the relevant formula are derived.

  研究了体外预应力钢-混凝土组合梁在承载能力极限状态下的抗弯承载能力，提出了相应的计算公式。

• 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墻端部约束对其抗弯承载力的影响。

• 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。

• The experimental results indicate: GFRP strengthening can effectively increase the out-of-plane flexural capacity and ductility of brick walls, namely, improving the ultimate load-carrying capacity.

  由试验结果分析可知，采用GFRP对带壁柱砖墻进行加固，可以有效地提高砖墻的平面外抗弯能力和延性。

• 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。

• To investigate the flexural capacity of connections for concrete-filled steel square tubular columns with inner diaphragms, 3 specimens were tested under cyclic loading.

  为了研究方钢管混凝土柱内隔板式节点的抗弯受力性能，完成了3个方钢管混凝土柱内隔板式节点的低周反复荷载试验。

• Take the first cross section as an example, and the calculation formula of flexural capacity of composite beams is obtained by using the error transfer formula of mathematical statistics.

  运用数理统计学的误差传递公式，推导出了组合梁截面抗弯承载力统计参数的计算公式（以第一类截面为例）。

• 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。