The reliability analysis of concrete columns under axial and eccentric compression was performed.
对混凝土轴心受压柱和偏心受压柱进行了可靠度分析。
In this paper 40 short concrete filled tubular columns with spiral reinforcement under compression loads with different eccentricities are analysed.
本文分析了40根离心螺旋筋管混凝土短柱的偏心受压实验结果。
Through the limits applied on concrete compression strain and steel tensile strain, the deformation limits on RC beams and columns are developed.
通过混凝土受压应变和钢筋受拉应变的限值得到钢筋混凝土梁、柱的变形限值。
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