According to the relationship between the structural strength and slenderness of plate elements, the limited width-to-thickness ratio of the flange of a box-section column under seismic load is derived.
According to the experimental data, obtained CFRP reinforced concrete columns cloth binding stability factor and slenderness ratio curves for engineering designers.
The order of total slenderness ratios of the five trains is as same as that of aerodynamic drag coefficients.
Tests show that the strength of column decreases as its slenderness ratio increases.
The experiment result showed most of the small slenderness members were controlled by local buckling, and the large ones were controlled by overall buckling.
This finite element method is employed to analyze the behavior of eccentrically loaded CFST columns, taking initial stress degree, slenderness ratio, and eccentric ratio as the parameters.
The flexural buckling and flexural-torsional buckling modes of a monosymmetric section column are presented and the equivalent slenderness ratio for flexural-torsional buckling is derived.
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