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.
采用有限元模型对外套管式节点进行包括外套管厚度、T型件翼缘厚度、T型件腹板厚度以及有无加劲肋的多因素分析，分析总结了这些因素对节点性能的影响。
Then multiple factor analysis of OSC, including the thickness of outer shell, flange plate and web plate of T-shaped members, with or without ribbed stiffeners, is carried out.
得出了一些规律性的认识，给出了建议的翼缘连接板长度和厚度设计值。
Subsequently, draw some regularity result and give suggested thickness and length of flange connecting plate in actual engineering.
得出了一些规律性的认识，给出了建议的翼缘连接板长度和厚度设计值。
Subsequently, draw some regularity result and give suggested thickness and length of flange connecting plate in actual engineering.
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