提出采用多条柱子曲线以适应不同截面、不同壁厚、不同强度的高强度冷弯薄壁型钢柱。
It is suggested that several column curves should be adopted for the calculation of cold-formed steel columns of different sections, thicknesses and strengths.
提出采用多条柱子曲线以适应不同截面、不同壁厚、不同强度的高强度冷弯薄壁型钢柱。
It is suggested that several column curves should be adopted for the calculation of cold-formed steel columns of different sections, thicknesses and strengths.
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