1、

The composite beam is a component comprised the steel beam and the concrete flange plate beam.

组合梁是钢梁和其上混凝土翼板共同抗弯的一种构件.

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2、

Bending all kinds of steel pipe, channel steel, flat steel, angle, I-beam , such as steel rails.

弯制各类钢管, 槽钢, 扁钢, 角钢, 工字钢, 钢轨等型钢.

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3、

Anti-blasting Performance of Aluminum Foam Sandwich Beam with Stainless Steel Face Sheet and with Aluminum Face Sheet

不锈钢面板与铝面板泡沫铝夹芯梁的抗爆性能

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4、

A new way that both steel temporary bridge supported by the primary piers and the simple-supported beam bridge work together to bear the heavy loa.

提出了一种利用原桥墩、台架设临时钢便桥与原桥组合受力共同承担大件通过的运输方案。

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5、

High Current Pulsed Electron beam Modification on Fretting Wear Behavior of D2 Die Steel

D2钢电子束表面改性抗微动磨损性能研究

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6、

Based on field measuring, a temperature field and temperature gradient curve of steel flat box beam are presented. In this temperature gradient curve, the sunshine temperature difference between roof and floor is high to 30 ℃.

结合大量现场试验,提出了符合工程实际的日照温差下带人行道翼缘的扁平钢箱梁温度梯度模式和竖向及横向的温度梯度曲线公式,其顶底板日照温差可达30℃。

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7、

The experiments of 8 full size cold-formed thin-walled C steel beam-to-column connections with self-drilling screws connecting.

8个足尺自攻螺钉连接的冷弯薄壁C型钢梁柱节点的试验。

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8、

Experimental Research on Mechanical Properties of Concrete Beam with Encased Steel Truss

内置斜腹杆钢绗架&混凝土梁受力性能的试验研究

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9、

Non-linear FEM Analysis and Research of Bearing Prestressed Steel Beam

承重型预应力钢梁非线性有限元分析与研究

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10、

With the restraint of flange to web considered, the buckling stress of steel beam web under different stress is analyzed. The condition for instating web stiffener is given.

考虑翼缘对腹板的约束作用分析处于不同状态下钢梁腹板的临界应力,得出腹板加劲肋的设置条件激励与约束的关系;

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11、

Study of limite ratio of height to thickness of web when stiffener is not set up on steel beam

不设加劲肋的钢梁腹板高厚比限值研究

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12、

Application and Research on Long Span Single Floor Factory Building with Solid Web Steel Beam Roof System

大跨度单层厂房实腹钢梁屋盖体系的设计研究和应用

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13、

Integrated Construction Technology of Rigid Tie Beam of Long Span Through Steel Tube Arch Bridge

大跨度下承式钢管混凝土拱桥刚性系梁综合施工技术

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14、

A satisfactory finishing effect has been obtained by a means of dry-laying granite facing on steel ring beam 80 m in diameter.

在80m直径的环形钢梁上干挂花岗石,取得了令人满意的饰面效果。

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15、

Based on the GB50017 code, the geometry control condition of integral stability capacity of homemade rolled H-section steel beam is conservative excessively and is modified accordingly.

GB50017关于梁在等端弯矩作用下的整体稳定系数计算简化式对国产轧制H型钢过于保守。

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16、

Simplified formulary of integral stability coefficient is conservative excessively for homemade rolled H-section steel beam, based on the GB50017 code.

GB50017关于梁的整体稳定几何控制条件对国产轧制H型钢过于保守。

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17、

Geometrical control condition of integral stability of homemade rolled H-section steel beam

国产轧制H型钢梁整体稳定几何控制条件

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18、

The Development of Hot Rolled Black Surface Beam Steel Plates for Automobiles

汽车大梁用热轧黑皮表面钢板的研制

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19、

One bare steel joint and two cruciform composite joint specimens were tested under low cyclic loading at the top of columns so that one side of the beam-to-column connections was under negative moment and the other side under positive moment.

进行了一个纯钢节点、两个组合节点的低周反复荷载试验。采用柱顶水平加载模式,连接的一侧承受负弯矩,而另一侧承受正弯矩。

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20、

Structural behaviors of the connections between concrete filled square tubular column and steel beam have been studied by the tensile tests of cruciform joint models with inner diaphragm.

本文通过对带内隔板的十字形连接节点的拉伸试验,研究了方钢管混凝土柱与钢梁连接的结构性能。

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