Steel Double-angle Beam-to-column Framing Connections 钢框架梁柱腹板双角钢连接
In conventional steel frame analysis, the behavior of beam-to column connections is treated as either pinned or rigid joints entirely.
在钢框架的传统分析理论中，总是将钢框架的梁柱连接假定成理想铰接或完全刚接。
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。
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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