Force transfer mechanism of the verticalstiffener 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。
2
The verticalstiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and H-steel beam connections.
垂直加劲肋节点适于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。
3
Finally, several design points were emphasized such as transverse anti-overturning stability calculation, verticalstiffener layout, beam calculation, manhole and steel structure coating, etc.