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.
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.
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