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Fig. 11 | International Journal of Concrete Structures and Materials

Fig. 11

From: Effective Length of Reinforced Concrete Columns in Braced Frames

Fig. 11

Effect of column slenderness ratio on strength ratios for load cases 1, 2, 3 and 4 (n = 648) calculated using aK from Jackson–Moreland Alignment Chart and EI from ACI equation; bK from Jackson–Moreland Alignment Chart and EI from nonlinear equation; cK from Duan et al. and EI from ACI equation; and dK from Duan et al. and EI from nonlinear equation.

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