beam to column connections 梁柱节点
rigid beam-to-column connections 刚性梁柱节点
steel beam-to-column connections 钢结构梁柱节点
Welded-bolted beam to column connections 栓焊混合连接
welded-bolted beam-to-column connections 梁柱栓焊连接
double web-angle beam-to-column connections 腹板双角钢梁柱连接
beam-to-column web connections 梁柱腹板刚性连接
beam-to-column web rigid connections 梁柱腹板刚性连接
Many steel frames suffered from unexpected brittle fracturing of beam-to-column connections in the Northridge earthquake.
美国北领地震中,不少钢框架梁柱连接出现了意想不到的脆性破坏。
参考来源 - 组合效应对高层钢框架梁柱节点脆性破坏的影响分析The performance of beam-to-column connections is the key to impact the overall performance of structure.
梁柱节点的性能是影响结构整体性能的关键。
参考来源 - 梁柱弱轴狗骨式节点性能研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Many steel frames suffered from unexpected brittle fracturing of beam-to-column connections in the Northridge earthquake.
美国北领地震中，不少钢框架梁柱连接出现了意想不到的脆性破坏。
In traditional steel frame analysis, the behavior of beam-to-column connections is treated as either pinned or rigid joints entity.
在传统的梁柱分析理论中，总是只将梁柱连接假定为理想铰接或完全刚接。
In this paper, the orthogonal design method is used to find out the primary and secondary factors that affect the bearing capacity of beam-to-column connections in steel moment frames.
本文通过在钢框架梁柱腹板连接承载力影响因素分析中引入正交设计方法，找出了主要因素和次要因素。
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