钢与混凝土组合梁的设计和分析中，通过引入有效翼缘宽度的概念考虑混凝土翼板中剪力滞后的影响。
In the analysis and design of steel-concrete composite beams, the concept of effective flange width is introduced to consider the impact of shear lag.
在冷弯薄壁型钢结构中，为了降低层高而让管线从梁中通过，在梁和柱的腹板及翼缘中常需要开孔洞。
In cold-formed steel structures, we need to open holes on flange and web of beams and columns for the purpose of getting through the pipeline.
最后进行在弯矩作用下蜂窝梁翼缘对腹板的约束作用分析。
The effect of flanges restraint on the web in castellated beams under uniform moment is analyzed.
本文对外肋环板节点梁翼缘受拉模型的传力机理进行了分析。
Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed.
梁翼缘处的焊缝强度是决定狗骨式刚性连接节点性能的主要因素，只有具有良好的焊缝质量才能发挥狗骨的作用。
The welding seem stress of beam-flange is the major factor which decides the behavior of dog-bone style rigid joint and only the better welding can exert the function of the dog-bone.
在上翼缘处有足够的松动，因而在主梁腹板上并不会引起很大的相对扭转。
At the top flange there would be enough slack so that no relative twist of any significant magnitude would be introduced into the girder web.
根据最小势能原理，建立宽翼缘t梁竖向弯曲的控制微分方程及边界条件。
According to the principle of minimum potential energy, the governing differential equations and boundary conditions are established for T-beams with wide flanges under vertical bending.
根据研究，提出了迅速选择不等翼缘钢梁经济梁高的公式和图表。
Based on this study, formulae and design charts are provided to select readily an economical depth of unequal-flanged steel girders.
梁的受拉翼缘对受弯承载力的贡献；剪力滞。
The contribution of tension flange to the flexural strength of the beam; shear lag concept.
在设有大吨位吊车系统的重型厂房中，吊车梁用钢量所占比例较大，对吊车梁的优化设计对工程造价影响很大，大跨多跨重型厂房吊车梁宜采用突缘变截面简支结构。
The weight of steel for crane beam has a great proportion in the total amount consumed in the construction of the heavy-duty plant with large-tonnage cranes.
将梁受拉翼缘单独取出，与箱形柱连接形成分析模型。
The tension side of the beam flange which was separated from the beam and the box-column formed the model for analysis.
在工程中为保证肋板对集中力荷载的承载力要求，建议肋板厚度取一倍于梁翼缘厚度。
In order to ensure the limit capacity of stiffener, it is suggested to choose thickness of stiffener as the same as beam flange.
另外两个节点分别考虑了连接在梁翼缘的水平加劲板的作用和连接上下两个翼缘的垂直三角板的作用。
Another detail considers the addition of horizontal reinforcing plates (cover plates) to the beam flanges; a third adds vertical triangular (fin) plates to both beam flanges.
试验证明，在纵向预应力作用下的计算截面应取道床板全部截面作为主梁下翼缘共同工作。
Tests show that the cross section of the whole deck, working jointly as the lower flange of the main girder, should be taken for the calculated section subjected to longitudinal prestressing force.
第二种是产生于立柱翼缘与主梁翼缘连接处的坡口焊缝焊趾处的裂纹。
The second crack is a crack originating at the groove weld toe of the column flange-girder flange connection.
在进行抗弯性能的影响参数数值分析中，分析了上下翼缘宽厚比，腹板高厚比及混合设计的材料匹配对试验梁抗弯性能的影响。
What's more, the finite element molds were revised for bending parameter study, including the dimension of flange and web, and the material in hybrid girder.
肉眼观察表明：在端节点处的系梁和横梁上翼缘之间产生一种沿桥梁纵向的水平位移。
Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection.
通常它们相互联系构成横梁。但是，如果它们支撑在横梁顶缘，则纵梁最好要连续跨越两个跨度以上的桥面板。
Q6: usually, they should be framed into floorbeams. but if they are supported on the top flanges of the floorbeams. it is desirable that the stringers be continuous over two or more panels.
通常它们相互联系构成横梁。但是，如果它们支撑在横梁顶缘，则纵梁最好要连续跨越两个跨度以上的桥面板。
Q6: usually, they should be framed into floorbeams. but if they are supported on the top flanges of the floorbeams. it is desirable that the stringers be continuous over two or more panels.
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