Computational Intelligence-Based Structural Health Monitoring of Corroded and Eccentrically Loaded Reinforced Concrete Columns

Figure 1

Distribution of P_u against the input parameters (a) b vs. P_u; (b) h vs. P_u; (c) e vs. P_u; (d) f_ck vs. P_u; (e) f_y vs. P_u; (f) c vs. P_u; (g) d_m vs. P_u; (h) d_s vs. P_u; (i) ŋ vs. P_u; (j) ρ vs. P_u; (k) vs. P_u.

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