2) reinforcement rib
钢筋加劲肋
3) channel stiffener
槽钢加劲肋
1.
So in the paper,we present cross stiffener and channel stiffener which were effectively in constraining the torsional and warping.
为此,本文介绍了两种对翘曲和扭转约束非常有效的加劲肋形式一交叉加劲肋和槽钢加劲肋。
4) U rib
U 型加劲肋
1.
This article summarizes the design requirements of deck or bottom plate to U rib welds of steel box girder of inclined cable-stayed bridge which have been made in our company in recent years,and the Welding Procedure applied in production.
本文对集团公司近年来承制的钢箱梁斜拉桥的 U 型加劲肋与顶、底板间角焊缝的设计要求及其在生产中所采用的焊接工艺进行了归纳总结,并对 U 型加劲肋与顶、底板间角焊缝在焊接生产中常出现的问题进行了分析探讨。
5) T-stiffener
T型加劲肋
1.
To study the effects of T-stiffener length on the behaviors of box-column to I-beam connections and design the optimum stiffener length,the elastic-plastic analysis on models of external T-stiffener box-column to I-beam connection was carried out.
为研究T型加劲肋长度对箱型节点性能的影响规律并确定合理的加劲肋长度,对T型外部补强箱型柱—工字梁节点进行弹塑性分析。
6) rib stiffener
加劲肋
1.
Influences of rib stiffeners on hysteretic behavior of end-plate connections;
加劲肋对端板连接滞回性能的影响
2.
L-joints without rib stiffener are semi-rigid connections.
采用简化理论方法对L形圆管节点的强度和刚度进行了分析,横向正应力的存在对节点域钢管具有“捏合”作用,从而降低了节点的刚度和承载能力,无加劲肋的L形管节点属于半刚性连接。
3.
Among them, four end plates are reinforced with rib stiffeners, which are in alignment with beam webs, and constant axial compression force is applied at the end of seven columns during the test.
为了研究钢框架中梁柱端板连接节点的滞回性能,本文进行了8个节点试件的循环加载试验,其中有7个试件的柱端施加了轴向压力,4个端板设置了加劲肋。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条