1) quantity of reinforcement
配筋量
1.
The analysis results show that the relation in theory between quantity of reinforcement and bending_resistance bearing capacity is about two_times parabola, but it will be linear when the quantity of reinforcement varies within a proper range or the height of relative compression_area is in small size.
分析了配筋量的多少与能获取的单筋矩形截面梁正截面抗弯承载力大小的规律。
2) total longitudinal reinforcing bars
纵筋总配筋量
1.
It s believed that balanced sections may consume the least total longitudinal reinforcing bars.
钢筋混凝土基本构件设计中,有两个问题值得商榷:(1)双筋受弯构件、大偏心受拉构件以及大偏心受压构件的正截面设计问题中的常见做法是在基于截面等效受压区高度等于界限高度时截面纵筋总配筋量最少的认识下将截面设计成界限截面,但根据推导,界限截面并不是纵筋总配筋量最少的条件,而且设计成界限截面还会丧失截面的延性,降低构件的可靠度。
3) minimum amount of reinforcing steel
最小配筋量
1.
Evaluation on minimum amount of reinforcing steel in bent component of reinforced concrete box girder;
钢筋混凝土箱形截面受弯构件最小配筋量的计算
4) longitudinal reinforcement quantity
纵向配筋量
5) quantity of reinforcement in compressed area
受压区配筋量
1.
Theoretical analysis of the influence of quantity of reinforcement in compressed area on the bending strength of doubly reinforced beam of rectangle section;
受压区配筋量对矩形截面梁抗弯强度的影响
6) lightly reinforced pavement
少量配筋路面
补充资料：配量
1.估量，掂量。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条