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Fig. 10 | International Journal of Concrete Structures and Materials

Fig. 10

From: Effective Length of Reinforced Concrete Columns in Braced Frames

Fig. 10

Histograms for strength ratios calculated using ACI EI and nonlinear EI (Eqs. (4) and (7), respectively) for load cases 1, 2, 3 and 4: aK computed from Jackson–Moreland Alignment Chart and bK computed from Duan et al.; and for load cases 5 and 6: cK computed from Jackson–Moreland Alignment Chart and dK computed from Duan et al.

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