1) minimum of stirrup reinforcement ratio
最小配箍率
1.
On the basis of the exposition on the calculation formula of shear capacity in the code for design of concrete structures(GB50010—2002),the placed condition of the minimum of stirrup reinforcement ratio is discussed.
在对《混凝土结构设计规范》(GB50010—2002)(简称《规范》)中受弯构件斜截面受剪承载力计算公式阐述的基础上,对最小配箍率的设置条件进行了讨论,并提出最小配箍率的设置条件不应是V>0。
2) maximum transversal reinforcement ratio
最大配箍率
3) minimum confining reinforcement characteristic value
最小配箍特征值
4) 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。
5) 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。
6) minimum steel ratio
最小配筋率
1.
The minimum steel ratio in RC beams for circular cross section is studied,according to the principle of which the flexure strength of RC beams is not less than the cracking moment of plain concrete beam under the same conditions.
依据钢筋混凝土受弯构件的极限承载弯矩不小于相同条件下素混凝土受弯构件的开裂弯矩的原则 ,导出了钢筋混凝土圆形截面受弯构件的最小配筋率 ,结果表明圆形截面的最小配筋率比矩形截面大。
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