武汉火车站空间多平面圆钢管相贯节点承载力计算-建筑结构 关键词] 相贯节点；节点承载力；多平面 [gap=960]Keywords: tubular joint; bearing capacity of the joint; multi-planar
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最后给出了这两种节点承载力计算的建议公式。
At last, the suggested design formula of the bearing capacity for these two types of joint is presented.
试验研究是研究钢管节点承载力性能的最重要的方法。
Test study is the most important research method of ultimate strength of tubular joints.
文中还推导了基于冲切面剪应力破坏模型的节点承载力的简化理论解。
A simplified theoretical solution is also derived for the loading-carrying capacity of the joint, based on the punching shear failure model.
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