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.

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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.

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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.

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