In this paper, a theoretical analysis for the local buckling of the partially encased concrete composite columns is presented.
本文对H型钢部分包裹混凝土组合柱中型钢翼缘板的局部屈曲性能进行了理论分析。
参考来源 - 双向偏压H型钢部分包裹混凝土组合短柱的受力性能研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Square steel tube column filled with steel-reinforced concrete is a new design model of steel-concrete composite columns.
钢骨-方钢管混凝土柱是一种组合柱设计模式，采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。
Tangent modulus theory was introduced to determine the stability capacity of this new type of composite columns subjected to axial load.
钢骨-方钢管混凝土柱是一种组合柱设计模式，采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。
A new style of encased steel concrete composite structure was presented, which is called encased H-shaped steel concrete composite columns.
提出了一种新型外包钢混凝土组合结构形式，即外包H型钢混凝土组合柱。
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