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 |