... 钢筋连接 splice of reinforcement 配筋率 ratio of reinforcement 剪跨比 ratio of shear span to effective depth ...
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Based on the experimental results, the formula was proposed for calculating the plastic coefficient of sectional resist-moment in which the depth of normal section, the thickness of concrete cover and the ratio of reinforcement are main variables.
根据试验研究成果提出了考虑截面高度、混凝土保护层厚度与配筋率等参数的截面抵抗矩塑性系数计算公式。
参考来源 - 钢筋混凝土结构仿真模型试验理论与应用研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The ratio of reinforcement, reinforcement stirrup, concrete mark and laying method of piers are similar to prototype ones.
模型墩柱的配箍率、配筋率、混凝土标号以及浇筑方法均与原型桥墩相似。
The cross sectional area of the distributing concrete every unit length should be not suitable less than 35% of the ratio of reinforcement;
单位长度上分布钢筋的截面面积不宜小于单位宽度上受力钢筋截面面积的35％；
For partial prestressed concrete high-rise tower structure, stiffness coefficient is independent of prestress level, ratio of reinforcement and external load effect, etc.
对于部分预应力混凝土高耸结构，截面刚度系数与预应力水平、外荷载及截面配筋率等很多因素有关。
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