The paper studies the second-order effects and stability problem of the reinforced concrete hinged column and frame column.
本文对铰支柱和框架柱的二阶效应问题进行了较全面的研究。
参考来源 - 钢筋混凝土铰支柱与框架柱二阶效应研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The plastic yield condition of frame column is rep - resented in stress resultants.
用广义应力表达了框架柱的塑性屈服条件。
Based on the theoretical analysis, the general buckling equation of semi-rigid frame column is deduced.
通过理论分析，推导了具有半刚性连接框架柱的一般屈曲方程。
Different node form, the connection of web to truss chords and connection of truss chords to frame column are discussed.
不同的桁架节点形式，分析了桁架腹杆两端与弦杆的连接和弦杆与柱连接形式对结构受力性能的影响。
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