1、

For traditional T-shaped short-limb shear wall, the concrete in the web crush before tension bars in the flange yield, especially when axial compression ratio is large.

普通T形短肢剪力墙在腹板受压时,一般腹板混凝土在翼缘内的钢筋受拉屈服前,即被压碎,发生小偏心破坏,特别是在轴压比较高时,更是如此。

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2、

The limitation of web depth-thickness ratio and shear resistance of portal frame tapered girder

门式刚架变截面楔形梁腹板高厚比的限值及抗剪承载力

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3、

with the development of box girders towards simple single-cell box section with long cantilever slab and large web-space, the shear lag effect in box girders is increasingly paid close attention.

随着箱梁向长悬臂板、大肋间距的简洁型单箱单室截面方向发展,其剪滞效应日益受到人们关注。

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4、

At the same time, different influences on node performance about different stiffened plate, beam web thickness, beam web height, concrete strength, axial compression ratio, shear span ratio are also obtained.

同时,通过建立不同的模型进行计算,分析了加劲板、型钢腹板厚度、型钢腹板高度、混凝土强度、轴压比、剪跨比等因素对节点性能的影响。

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5、

Under dead and live loads, the shear lag effect in box girder of cable-stayed bridge with single tower and single cable plane is comparatively complex, and the shear lag phenomenon in the top or bottom flange plate at positions adjacent to different web plates is variational;

在恒载和活载作用下,独塔单索面斜拉桥箱形主梁的剪力滞效应比较复杂,在顶板或底板的不同肋板处剪力滞现象也可能各不相同;

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6、

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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7、

Buckling analysis of the electrode delamination on the piezoelectric substrate elastic shear buckling of web plates in tapered I-girders

压电体表面金属电极脱层的屈曲分析楔形工字梁腹板的弹性剪切屈曲分析

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8、

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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9、

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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10、

The connection of the beam of additive floor and original shear wall, and the principle of structural column and web frame type choices are introduced.

介绍了后建楼层梁与原剪力墙拉接节点的做法及抗风柱与网架选型的原则与连接方法。

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11、

Before the failure of joints, obvious shear deformation among web members can be observed during shearing-bending parts.

节点破坏前桁梁试件边段腹杆有较明显的剪切变形。

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12、

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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13、

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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14、

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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15、

Elastic shear buckling of web plates in tapered I-girders

楔形工字梁腹板的弹性剪切屈曲分析

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16、

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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17、

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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18、

before the failure of joints, obvious shear deformation web members can be observed during shearing-bending parts.

节点破坏前桁梁试件边段腹杆有较明显的剪切变形.

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