1.
DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL
HRB500钢筋混凝土受弯构件最小配筋率的探讨
2.
Research on the Minimum and Invalidated Ratio of Reinforcing Steel Bars Across the Post-Casting Band in Concrete Structures
对导致混凝土后浇带失效的横穿钢筋最小配筋率的研究
3.
STUDY ON THE LEAST RATIO OF THE NONPRESTRESSED REINFORCEMENT IN PARTIALLY PRESTRESSED CONCRETE BEAMS WITH HRB500 STEEL BAR
部分预应力受弯构件中HRB500级钢筋最小配筋率的讨论
4.
Minimum span length of reinforced concrete simple flexural member and strength of reinforcing bar;
配筋混凝土简支受弯构件最小跨度及钢筋强度取值
5.
minimum cover of reinforcement
钢筋保护层的最小厚度
6.
external vibration
(适用于模板小配筋密的构件) 外部振捣
7.
Effects of Different Application Ratio of N, P and K Fertilizer on Grain Yield and Quality of Medium-gluten Wheat and Weak-gluten Wheat;
氮、磷、钾肥配比对中筋和弱筋小麦产量和品质的影响
8.
Effects of Different Application Ratio of P and K Fertilizer on Grain Yield and Quality in Medium-gluten Wheat and Weak-gluten Wheat
磷钾配比对中筋和弱筋小麦籽粒产量与品质的影响
9.
Contrast Study on Small-Span-to-Depth-Ratio Coupling Beams of Diagonal Reinforcement with 500MPa Steel Bar
配有500MPa级钢筋对角斜筋小跨高比连梁抗震性能对比试验研究
10.
Experimental Study on Short-span Coupling Beams with Efficacious Detailing;
小跨高比洞口连梁有效配筋方式的试验研究
11.
Research of Shear Bearing Capacity of Small-sized Concrete Hollow Block Reinforced Masonry Wall;
配筋混凝土空心小砌块墙受剪承载力研究
12.
EXPERIMENTAL STUDY ON SEISMIC BEHAVIOUR OF NEW REINFORCEMENT SCHEME DEEP COUPLING BEAMS
新配筋方案小跨高比连梁抗震性能试验研究
13.
Calculation of shear capacity of new reinforcement scheme deep coupling beams
新配筋方案小跨高比连梁受剪承载力计算
14.
Effects of Nitrogen Application Combined with Potassium on Yield and Quality of Strong Gluten Wheat ‘Jimai 20’
氮钾配施对强筋小麦济麦20产量和品质的影响
15.
The limit of dimension eccentric compression under the situation of rectangle asymmetric reinforcement
矩形截面不对称配筋下大小偏心受压的界限
16.
two way reinforced concrete
双向配筋的钢筋混凝土
17.
least squares collocation
最小二乘配置法，最小二乘拟合推估法
18.
A common place to experience rest cramps would be in the calf.
最常发生休息抽筋的部位很可能是小腿。