梁柱刚性连接的极限承载力是保证强震下抗震钢框架安全性的关键要素之一。
The ultimate bending strength of rigid beam-column connections is a key point ensuring structural safety of earthquake-resistant frames under major earthquakes.
本文的计算结果为进一步研究上下翼缘角钢半刚性连接的受力性能以及连接的设计提供了建议。
The results in this paper provide suggestion for further study on mechanical behavior of top and seat Angle connection and design of the connection.
初步设计工作应集中在关键元件上，这些关键元件的尺寸将影响其他元件的设计，例如有眼螺母和刚性支柱连接部件。
Initial design work should focus on components whose dimensions may affect the required designs for other components e. g. eye nuts and rigid strut connecting parts.
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