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。

youdao

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。

youdao