最常见的箍筋采用的是垂直箍筋。
The most common form of web reinforcement used is the vertical stirrup.
最常见的形式箍筋采用的是垂直箍筋。
The most common form of web reinforcement used is the vertical stirrup .
最常见的形式箍筋采用的是垂直箍筋。
The most common form of web reinforcement used is the vertical stirrup.
现有的提高结构延性的手段主要为增设箍筋。
The main means to improve the ductility is to increase hoop reinforcement.
转向系统零件箍筋和卡钳制动显示在深蓝色。
Parts for the steering stirrup and caliper brake system are shown in dark Blue.
我们选择内置木箍筋与金属元素的连续的屋顶结构。
For the roof we have chosen a row structure resting on wooden stirrups secured with metallic elements.
本文提出了混凝土梁斜筋和箍筋应力脉的计算公式。
In this paper, the formula for calculating stress spectra of hoping and diagonal bar is presented.
对有抗震等要求的结构，不应小于箍筋直径的10倍。
Seismic requirements for the structure, not less than 10 times the diameter of the stirrup.
箍筋可能被允许在单圈长度上彼此接触。以上细节见8.7。
Lapped bars may be allowed to touch one another within the lap length. See 8.7 for more details.
提出了有斜裂缝梁内的混凝土承受的剪力和箍筋应力的计算方法。
The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.
竖向预应力筋能在腹板混凝土和箍筋中有效地建立起竖向预应力。
The vertical tendon can effectively set up vertical prestressing force in the concrete web and stirrups.
对各规范中的最大、最小配箍率及箍筋间距要求进行了对比分析。
The maximum or minimum stirrup ratio and stirrup spacing requirements were comparatively analyzed.
为研究复合焊接环式箍筋混凝土柱-蜂窝钢梁组合节点的受力性能。
This paper presents research on loading behavior of welded compound-ring-hoop concrete column and honeycombed steel beam composite joints.
钢筋焊接网宜用作钢筋混凝土结构构件的受力主筋、构造钢筋和箍筋。
Welded steel fabric may be used as main bearing reinforcement, stirrups and detailing requirements reinforcement in the members of reinforced concrete structures.
通过对比研究，探讨板、箍筋及拱的作用对混凝土极限承载力的影响。
The results show that there is the influence of the flank and the hoop and the arch to the ultimate bearing capacity of the weakened section of the joint.
箍筋在混凝土结构中的作用举足轻重，箍筋锈蚀后对结构性能影响较大。
The effect of stirrups in concrete structure holds the balance, and it has large influence on the performance of structure after corrosion.
文中分析了在重复荷载作用下梁内混凝土承受的剪力和箍筋应力的变化规律。
The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed.
密配圆形螺旋箍筋的钢筋混凝土圆柱在外荷载作用下表示了良好的力学性能。
The reinforced concrete circular columns with circular spiral reinforcement show excellent behavior when subjected to loads.
节点区的宽梁箍筋对于凸出在墙外的宽梁上部纵筋的锚固具有比较重要的作用。
The beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall's width.
钢纤维与箍筋之间在提高钢筋混凝土梁斜截面承载力方面不存在“藕合增强效应”。
There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups.
减小箍筋间距（增大配箍率）可有效地促进内外混凝土整体工作性能，提高承载力；
Reducing stirrup spacing (increasing stirrup ratio) can be effective in promoting the whole work capability of concrete of both inside and outside and improve the bearing capacity.
试验结果表明，箍筋间距越小，则柱承载能力越高，混凝土核心约束强度提高幅度越大。
Test results indicate that smaller hoop spacing provides higher column capacity and greater strength enhancement in a confined concrete core of columns.
在地震作用下，普通箍筋不能对构件形成有效地约束，导致高强混凝土柱抗震性能较差。
In the earthquake, the common transverse reinforcement can not be effectively restrain, resulting in seismic behavior of the high-strength concrete columns is poor.
在此基础上推导了连续组合梁纵向开裂荷载的计算公式并结合试验给出了箍筋配置计算公式。
On the basis of it, the formulas of calculating crack load and ratio of stirrup disposition were gained.
加固用纵筋（配筋率）及箍筋强度等级，对结构水平承载力的提高贡献不大，可按构造配置；
Longitudinal reinforcement (reinforcement ratio) and the stirrup strength grade contribute little to the improvement of horizontal bearing capacity. It can be collocated by configuration. For R.
探讨考虑混凝土、型钢腹板、箍筋共同贡献的SRC柱—钢梁节点极限抗剪承载力计算公式。
An equation to calculate ultimate shear-resistant capacity of SRC column and steel beam joint is discussed.
提出屈服曲率和极限曲率(并考虑箍筋影响)的计算公式，与试验结果作比较，验证公式的有效性。
The formulas to calculate the yield and ultimate curvature of beam are worked out considering the action of the stirrup, and the accuracy of the formula was proved by experiment.
对用预应力框架柱中所配的纵筋和箍筋代替锚固区钢筋网片的局部承压进行了12个试件的试验研究。
The partially pressed tests of 12 rc members using longitudinal-steel and hoop-steel instead of reinforcing mat in anchoring area are made.
对用预应力框架柱中所配的纵筋和箍筋代替锚固区钢筋网片的局部承压进行了12个试件的试验研究。
The partially pressed tests of 12 rc members using longitudinal-steel and hoop-steel instead of reinforcing mat in anchoring area are made.
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