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Table 3 Statistical characteristics of the input variables.

From: Failure Mode Detection of Reinforced Concrete Shear Walls Using Ensemble Deep Neural Networks

  \(M/Vl_{{\text{w}}}\) \(l_{{\text{w}}} /t_{{\text{w}}}\) \(\rho_{{{\text{vw}}}} f_{{{\text{y}},{\text{vw}}}} /f_{{\text{c}}}\) \(\rho_{{{\text{hw}}}} f_{{{\text{y}},{\text{hw}}}} /f_{{\text{c}}}\) \(\rho_{{{\text{vb}}}} f_{{{\text{y}},{\text{vb}}}} /f_{{\text{c}}}\) \(\rho_{{{\text{hb}}}} f_{{{\text{y}},{\text{hb}}}} /f_{{\text{c}}}\) \(P/f_{{\text{c}}} A_{{\text{g}}}\) \(A_{{\text{b}}} /A_{{\text{g}}}\)
Mean 1.39 14.7 0.0829 0.0796 0.384 0.128 0.067 0.098
STD 0.71 8.7 0.0731 0.0600 0.374 0.210 0.105 0.127
Min 0.25 4.3 0 0 0 0 0 0
Max 4.1 37 0.488 0.327 2.65 1.26 0.50 0.443