shear reinforcement的例句大全

Stud shear reinforcement can be arranged in perpendicular and diametrical directions, and it should be evenly arranged around the column region.

抗冲切锚栓的布置方式包括正交布置和径向布置，且抗冲切锚栓应在柱周边区域均匀分布。

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At present, four methods are mainly used for reinforcement earth research: prototype test, model test, three-axial compression test, direct shear test and drawing test.

目前加筋土的试验研究主要有四种方法：原型试验、模型试验、三轴压缩试验、直剪试验和拉拔试验。

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the main results show: the ratios of the horizontal axial projected length of strengthening stage of skeleton curves of specimens to the yielding displacements are directly proportional to the transverse reinforcement characteristic values and inversely proportional to the axial compressive ratios and shear span ratios;

研究表明：轴压比超限时试验骨架曲线强化段在水平轴上的投影长度和屈服位移的比值与配箍特征值成正比，与轴压比和剪跨比成反比；

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within the scope of reinforcement ratio considered of, the shear bearing capacity of the strengthened walls increases as the reinforcement ratio increases.

在所考察配筋率范围内，配筋率越大，混凝土板墙加固墙体的受剪承载力也越大。

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The ductility, deformation and energy dissipation of shear wall are affected by some factors, including embedded columns or flange columns, welded bar-mesh reinforcement or binding bar-mesh reinforcement and the change of stirrup spacing for embedded columns.

重点分析探讨了采用暗柱或翼缘柱、采用焊接网或绑扎网及暗柱箍筋间距的变化等对剪力墙的延性、变形能力、能量耗散能力等的影响。

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Controlled by the small core area, the anti-shear capacity of plane abnormal joints is rest with concrete strength, size and reinforcement of the small core area.

平面异型中节点以小核芯为控制单元，节点核芯区的受剪承载能力取决于小核芯区的混凝土强度、尺寸和配筋状况。

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The mechanisms of semi-periodic variation of chip thickness were discussed, and combining with shear angle changing and dynamic behaviour of microcracks, models of chip forming process were established for SiC_p/ Al composites with different reinforcement volume fraction. 2.

探讨了切屑厚度准周期变化的内在机制，将剪切角周期变化和微裂纹的动态影响相结合，建立了适应含不同颗粒体分比的该材料的切屑形成过程模型。

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effect of corroded longiditutal reinforcement on shear capacity of simple supported reinforced concrete beam

钢筋混凝土简支梁纵筋锈蚀对受剪承载力的影响

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shear bearing capacity of corroded reinforced concrete beams without web reinforcement

锈蚀钢筋混凝土无腹筋梁受剪承载力计算

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The parameters in the aeries include: amount of longitudinal reinforcement, amount of transverse reinforcement, shear span-to-depth ratio, thickness of tube wall and strength of concrete.

试验中的主要参数有：纵向钢筋的数量、横向配筋率、剪跨比、管壁的厚度及混凝土强度。

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The shear behavior Oh restrained concrete deep beams without web reinforcement

无腹筋混凝土约束深梁抗剪研究

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Research on shear strength of high strength concrete beams: ⅰ Beam without web reinforcement

高强混凝土梁抗剪承载力研究：Ⅰ无腹筋梁

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Finite element analysis of shear wall with diagonal web reinforcement

配斜腹筋剪力墙的受力性能有限元分析

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Shear strength of non web reinforcement composite concrete slabs

预应力无腹筋迭合板的抗剪强度试验研究

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Shear Bearing Capacity of Reinforced Concrete Beams without Web Reinforcement under Concentrated Load

集中荷载钢筋混凝土无腹筋梁的受剪承载力

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Experimental Study on Shear Strength of Two Way Prestressed Composite Concrete Slabs without Web Reinforcement

双向预应力混凝土叠合板抗剪强度试验研究

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Technical measures to control reinforcement displacement of shear wall

控制剪力墙钢筋位移的技术措施

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Experimental Research of Reinforced Concrete Short Beams with web Reinforcement in shear Strength

有腹筋钢筋砼短梁抗剪强度的试验研究

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