Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange 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。
The tension side of the beam flange which was separated from the beam and the box-column formed the model for analysis.
将梁受拉翼缘单独取出，与箱形柱连接形成分析模型。
In order to ensure the limit capacity of stiffener, it is suggested to choose thickness of stiffener as the same as beam flange.
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。
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