1.
Will the joint area with dense hooped reinforcement enhance the bearing capacity of the frame column?
节点区箍筋加密是否有利于框架柱承载能力的提高？
2.
The Experimental Method of Hooping the Concrete Pillar of Reinforcing Steel Bar for Consolidation;
钢筋混凝土柱钢筋套箍加固试验方法
3.
The Study on Technology of Using Reinforced Concrete Yoke to Strengthen Arch Bridge;
钢筋砼套箍封闭主拱圈加固拱桥技术研究
4.
Research on Behavior of Stone Arch Bridge Strengthened by Reinforced Concrete with Hooping Bars
钢筋混凝土套箍加固石拱桥受力性能研究
5.
EXPERIMENTAL RESEARCH ON SHEAR BEHAVIORS FOR RC BEAM WITH PRE-STRESSED STIRRUPS
预应力箍筋加固RC梁受剪性能试验研究
6.
Workability of Steel Fiber Reinforced Self-Compacting Concrete and Effectiveness of Stirrups Partially Replaced by Steel Fiber
钢纤维自密实混凝土工作度及钢纤维替代箍筋的有效性
7.
tile lintel floor
空心砖加筋密肋楼板
8.
Research on Calculating Method to Load Bearing Capacity of Stone Arch Bridge Strengthened by Reinforce Concrete with Hooping Bars
钢筋混凝土套箍加固石拱桥承载力计算方法研究
9.
She snapped a rubber band deftly around a roll of bills.
她熟练地把橡皮筋往一卷钞票上一箍。
10.
It is proved that the bearing capacity can increase by 15 %～20 % because of the effects of the hoop reinforcement.
实例证明箍筋能使承载力提高15%~20%.
11.
SECOND STEP PROCESSING METHOD OF 135 DEGREE CLASP AT THE STIRRUP TIP
箍筋末端135度弯钩二次就位法讨论
12.
Experimental study on shear behavior of high-strength concrete beams with high-strength stirrups
高强箍筋高强混凝土梁受剪试验研究
13.
Effect of the Stirrup on Cracking of Concrete Cover Due to Reinforcement Corrosion
箍筋对混凝土保护层锈胀开裂的影响
14.
Experimental study on masonry of reinforced block with axial load
内置箍筋砌块砌体轴压力学性能试验
15.
On the Part-bearing of Longitudinal & Hoop Bars in Columns Substituting for the Reinforced Net in Anchor Areas;
论用柱中纵筋和箍筋代替锚固区钢筋网片局部承压
16.
Effects of dry density on the strength and deformation characteristic of reinforced expansive soils
干密度对加筋膨胀土强度与变形特性的影响
17.
Shear Properties and Finite Element Analysis of Reinforced Concrete Beams with High-strength Stirrups;
高强箍筋混凝土梁受剪性能研究及有限元分析
18.
Experimental Study on Mechanical Behavior of Diagonal Section of Reinforced Concrete Beams with HRB500 Stirrups;
HRB500级箍筋混凝土梁斜截面受力性能试验研究