1) minimal ratio of longitudinal tensile reinforcement
受拉钢筋最小配筋率
1.
Various limiting values available in some countries design codes of concrete structures for minimal ratio of longitudinal tensile reinforcement in non-seismic reinforced concrete beams are studied.
通过对各有关国家混凝土结构设计规范中非抗震梁类构件受拉钢筋最小配筋率取值规定的对比分析,展示了有关这类最小配筋率取值的国际总体情况,指明了各国规范中存在抗震与非抗震情况取值相同和抗震与非抗震情况取值高低不同的两种取值体系,和各国正在向有模型的取值方案过渡的总体趋势;并在这一认识的基础上,为我国国家标准《混凝土结构设计规范》(GBJ10-89)提出了修订这类最小配筋率取值的建议。
2) the ratio of tensile reinforcement
受拉钢筋配筋率
3) minimum longitudinal reinforcement ratio
纵向钢筋最小配筋率
1.
Background to provisions in Code for design of concrete structures with regard to minimum longitudinal reinforcement ratio in RC members is presented.
介绍了此次《混凝土结构设计规范》修订中纵向钢筋最小配筋率有关条文的修订背景。
4) compressive reinforced ratio
受压钢筋配筋率
5) minimum reinforcement ratio
最小配筋率
1.
Simplied calculation to the minimum reinforcement ratio of flexural members to be content crack;
满足裂缝要求的受弯构件最小配筋率的简化计算
2.
Based the definition of the minimum reinforcement ratio of the reinforced concrete column,the minimum reinforcement ratio of the compressive and flexural concrete members reinforced with FRP tendons was introduced.
分析了FRP筋混凝土压弯构件发生受拉破坏时混凝土的等效应力图,依据钢筋混凝土结构最小配筋率的定义,给出了FRP筋混凝土压弯构件的最小配筋率。
6) minimum ratio of reinforcement
最小配筋率
1.
In accordance with The Code for Designing Concrete Structures and based on the formula for calculating maximum crack width, some formulas for computing minimum ratio of reinforcement to effective tensile region which satisfy the requirement of crack width are derived.
依据现行《混凝土结构设计规范》最大裂缝计算公式及其验算条件,推导出相关公式,编程计算出满足裂缝宽度要求的有效受拉区最小配筋率,并汇编成表格供直接计算满足裂缝宽度要求的配筋时查用。
补充资料：最小辐亮度与最小辐照度(见核爆炸火球)
最小辐亮度与最小辐照度(见核爆炸火球)
minimum-brightness and minimum-irradiance
zuixiao fuliangdu yu zuixiaofu乙haodu最小辐亮度与最小辐照度(minimum-brightness and而nimum一irradianee)见核爆炸火球。
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