Research Article
Conjugate Cellular Automata and Neural Network Approach: Failure Load Prediction of Masonry Panels
Table 4
Comparison between NN, FEA, and YL prediction with the experimental data (Expt.).
| Panel | Expt. (kN/m2) | YL (kN/m2) | FEA (kN/m2) | NN (kN/m2) | Panel | Expt. (kN/m2) | YL (kN/m2) | FEA (kN/m2) | NN (kN/m2) |
| 1120 | 10.9 | 13.16 | 9.65 | 10.975 | 1150 | 10.7 | 11.05 | 8.83 | 10.727 | 1135 | 6.5 | 9.87 | 6.85 | 3.710 | 1153 | 6.7 | 9.06 | 7.04 | 5.973 | 1116 | 7.9 | 8.88 | 6.67 | 6.551 | 1237 | 6.5 | 8.24 | 6.2 | 6.406 | 1126 | 6.4 | 8.88 | 6.67 | 6.551 | 1148 | 15.8 | 22.09 | 15.37 | 16.057 | 1190 | 6.4 | 8.46 | 6.65 | 6.480 | 1211 | 12.8 | 20.25 | 14.9 | 12.900 | 1108 | 5.2 | 6.66 | 4.87 | 5.356 | 1246 | 11.8 | 19.29 | 15.09 | 12.103 | 1109 | 3.2 | 3.8 | 2.77 | 3.071 | 1170 | 8.6 | 9.96 | 7.53 | 8.938 | 1187 | 2.8 | 3.38 | 2.33 | 5.303 | 1178 | 5.2 | 8.76 | 5.93 | 4.087 | 1094 | 3.6 | 5.04 | 4.08 | 4.246 | 1224 | 4.8 | 8.11 | 5.49 | 7.872 | 1110 | 5 | 5.04 | 4.08 | 4.246 | 1149 | 6.6 | 7.7 | 5.63 | 5.864 | 1095 | 2.9 | 2.77 | 1.95 | 3.317 | 1162 | 4.3 | 6.37 | 4.5 | 4.504 | 1171 | 2.2 | 2.41 | 1.67 | 3.593 | 1231 | 3.9 | 5.86 | 3.92 | 6.272 | 1121 | 5.8 | 6.88 | 4.69 | 5.424 | ART01 | 4.4 | — | 4.56 | 4.290 | 1123 | 4.4 | 5.35 | 3.04 | 1.887 | SB01 | 2.8 | 3.164 | 2.464 | 2.968 | 1117 | 4.3 | 4.98 | 3.02 | 4.030 | SB05 | 2.7 | 3.159 | 2.457 | 3.184 | 1203 | 3.4 | 4.74 | 2.97 | 2.580 | Panels with an opening | | | | | 1107 | 5 | 3.43 | 2.31 | 5.530 | SB06 | 7.5 | 8.7 | 6.75 | 5.920 | 1111 | 4.3 | 2.06 | 1.17 | 2.528 | Panel 1 | 1.5 | — | 1.31 | 1.769 | 1201 | 2.1 | 1.87 | 1.01 | 3.044 | Panel 2 | 1.2 | — | 1.22 | 1.503 | 1096 | 2.8 | 1.65 | 1.89 | 2.227 | Panel 3 | 2 | — | 1.24 | 2.125 | 1097 | 1.8 | 1.5 | 0.91 | 3.067 | ART02 | 2.75 | — | 2.39 | 2.487 | 1157 | 1.4 | 1.35 | 0.73 | 1.840 | ART03 | 2.6 | — | 2.6 | 2.933 | 1172 | 20.9 | 31.35 | 23.75 | 20.372 | ART04 | 2.5 | — | 2.21 | 2.557 | 1192 | 18.8 | 28.08 | 23.6 | 18.862 | ART06 | 2.5 | — | 2.69 | 2.437 | 1261 | 15 | 27.26 | 23.59 | 15.238 | SB02 | 2.4 | 2.592 | 1.824 | 2.461 | 1169 | 9.5 | 14.4 | 11.66 | 10.059 | SB03 | 2.3 | 2.438 | 1.587 | 2.478 | 1173 | 8 | 12.31 | 9.49 | 5.274 | SB04 | 2.2 | 2.574 | 1.804 | 2.602 | 1244 | 8 | 11.28 | 8.63 | 8.112 | SB07 | 5.5 | 6.985 | 5.17 | 5.514 |
|
|