1、

Structural displacement could be effectively controlled by establishing the earth anchor in the top-beam.

通过在压顶梁上设置土锚杆,可以有效控制支护结构变形.

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2、

Steel I-Beam Bridge with reinforced concrete deck Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Steel Tube Top Flange

工字钢梁混凝土面桥上翼缘为矩形钢管的工字形梁静力性能的实验研究

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3、

Top and seat angle connections is a typical semirigid beam to column connection.

上下翼缘角钢梁柱节点是一种典型的半刚性梁柱节点.

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4、

Through the simulation concluded that: hydraulic damping hole diameter, cone angle valve, column, liquid supply pipe diameter, top beam diameter and column stiffness on column uninstall impact significantly.

通过仿真得出:液控口阻尼孔直径、阀芯锥角、立柱直径、供液管路直径、顶梁及立柱刚度对立柱卸载冲击影响明显。

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5、

Design of Large Cantilever Top Beam in Allotype Double as Footbridge

兼作人行天桥的新型大悬挑异型盖梁设计

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6、

Concrete arch bridge truss type combination with ordinary truss arch bridge the difference between a pillar top lever in bent and cross in proper position disconnect, form arch structure among, both sides for truss beam structure.

桁式组合拱桥与普通桁架拱桥的区别在于,上弦杆在墩顶和跨中的适当位置断开,形成中间拱结构,两边为桁架梁结构。

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7、

Based on structure calculation of the pool wall, the top-cover of thin brick shell, pull beam and base plate of underground round-arch single-well-head thin brick shell, the paper proves that such a structure can bear load well and safely.

通过对地下圆拱式单井口砖薄壳的池壁、砖薄壳顶盖及拉梁和底板进行受力分析和结构计算,阐明了该种结构是一种受力合理、安全可靠的结构。

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8、

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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9、

Static Behavior of a New Type of I-Beam with a Rectangular Tube Top Flange

上翼缘为矩形管的新型工字形梁静力性能分析

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10、

Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Concrete-Filled Tube Top Flange SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS

上翼缘为矩形钢管混凝土的工字形梁静力性能的实验研究区别处理H型钢梁与工字钢梁稳定性条件

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11、

The interaction between laser beam and plasma arc, which changed with laser power and welding speed, had an important influence on weld width and ratio of bottom to top width of weld.

激光/等离子电弧协同效应随激光功率和焊接速度变化而不同,从而影响复合焊焊缝的熔宽和熔宽比。

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