• 常见采用垂直箍筋

    The most common form of web reinforcement used is the vertical stirrup.

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  • 常见形式采用垂直箍筋

    The most common form of web reinforcement used is the vertical stirrup.

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  • 常见形式采用垂直箍筋

    The most common form of web reinforcement used is the vertical stirrup .

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  • 意味著开始消除右脚

    This means that you will start by removing your right foot from the stirrup.

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  • 现有提高结构延性的手段主要增设

    The main means to improve the ductility is to increase hoop reinforcement.

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  • 我们选择内置箍筋金属元素连续屋顶结构

    For the roof we have chosen a row structure resting on wooden stirrups secured with metallic elements.

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  • 本文提出混凝土梁箍筋应力计算公式

    In this paper, the formula for calculating stress spectra of hoping and diagonal bar is presented.

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  • 对有抗震等要求结构应小于箍筋直径10

    Seismic requirements for the structure, not less than 10 times the diameter of the stirrup.

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  • 过高强度对于HSC抗震性能改善并不明显。

    Too higher strength hoop hasn't much more signification affection on the improvement of seismic performance of HSC short columns.

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  • 可能允许长度上彼此接触以上细节8.7。

    Lapped bars may be allowed to touch one another within the lap length. See 8.7 for more details.

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  • 冬季奥运会启发箍筋的冬季运动绝缘运动衫

    Winter OLYMPICS: Be inspired by winter sports for tight stirrup leggings in thick and insulating jerseys.

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  • 提出裂缝梁内混凝土承受的剪力应力计算方法

    The method for calculating the shear carried by the concrete and the stirrup stress in beams with inclined cracks are suggested in the paper.

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  • 竖向预应力腹板混凝土有效地建立竖向预应力

    The vertical tendon can effectively set up vertical prestressing force in the concrete web and stirrups.

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  • 各规范中的最大最小箍筋间距要求进行对比分析

    The maximum or minimum stirrup ratio and stirrup spacing requirements were comparatively analyzed.

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  • 研究复合焊接环式箍筋混凝土-蜂窝钢梁组合节点受力性能。

    This paper presents research on loading behavior of welded compound-ring-hoop concrete column and honeycombed steel beam composite joints.

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  • 焊接用作混凝土结构构件受力主、构造

    Welded steel fabric may be used as main bearing reinforcement, stirrups and detailing requirements reinforcement in the members of reinforced concrete structures.

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  • 混凝土结构中的作用举足轻重箍筋锈蚀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.

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  • 文中分析重复荷载作用下混凝土承受剪力应力变化规律

    The shear carried by the concrete and the tendon and the variations of stirrup stress in beams under repeated loading have been analyzed.

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  • 密配圆形螺旋箍筋混凝土圆柱在外荷载作用下表示良好的力学性能

    The reinforced concrete circular columns with circular spiral reinforcement show excellent behavior when subjected to loads.

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  • 节点区的宽箍筋对于凸出上部锚固具有比较重要作用。

    The beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall's width.

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  • 方法综合考虑梁环相互功能框架、环梁截面尺寸影响

    The interaction that this method considered muscle of link bridge annulus and band muscle integratedly and frame bridge, link bridge is sectional the influence of dimension .

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  • 纤维之间在提高混凝土梁斜截面承载力方面存在藕合增强效应”。

    There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups.

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  • 学校照片上看还是没有设计为主周边没有采用箍筋

    From the pictures of the schools, it seems like there was some kind of reinforcement, but it \ \ \ 's not well designed because in the steel bar there \ \ \' s no confinement.

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  • 减小间距增大有效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.

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  • 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.

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  • 地震作用下,普通不能对构件形成有效地约束导致高强混凝土抗震性能差。

    In the earthquake, the common transverse reinforcement can not be effectively restrain, resulting in seismic behavior of the high-strength concrete columns is poor.

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  • 地震作用下,普通不能对构件形成有效地约束导致高强混凝土抗震性能差。

    In the earthquake, the common transverse reinforcement can not be effectively restrain, resulting in seismic behavior of the high-strength concrete columns is poor.

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