刚性横梁(8)的高度在侧边加劲肋板(2)顶部之上。
A vertical stiffening rib joint is suitable for rectangular steel tube column with smaller section to H-beam connection.垂直加劲肋节点适用于柱截面较小的方钢管(矩形管)柱和H型钢梁节点。
The structural parameters of longitudinal stiffening rib are studied, and the reasonable parameters for which is also discussed.对纵向加劲肋的构造影响进行了参数分析,开讨论了纵向加劲肋的合理构造。