Table 3 Performance measurements of developed models for (Cs_bf).
From: Modeling the compressive strength behavior of concrete reinforced with basalt fiber
Model Dataset | SSE | MAE | MSE | RMSE | Error | Accuracy | R2 | |
|---|---|---|---|---|---|---|---|---|
- | MPa | MPa | MPa | % | % | - | ||
ANN | Training | 1219 | 1.7 | 4.9 | 2.2 | 0.05 | 0.95 | 0.98 |
Validation | 196 | 1.4 | 3.3 | 1.8 | 0.04 | 0.96 | 0.98 | |
KNN | Training | 585 | 1.3 | 2.3 | 1.5 | 0.03 | 0.97 | 0.99 |
Validation | 164 | 1.5 | 2.7 | 1.7 | 0.04 | 0.96 | 0.98 | |
SVM | Training | 972 | 1.5 | 3.9 | 2.0 | 0.04 | 0.96 | 0.98 |
Validation | 226 | 1.7 | 3.8 | 1.9 | 0.05 | 0.95 | 0.98 | |
Tree | Training | 1381 | 1.8 | 5.5 | 2.4 | 0.05 | 0.95 | 0.97 |
Validation | 347 | 2.0 | 5.8 | 2.4 | 0.06 | 0.94 | 0.96 | |
RF | Training | 1739 | 1.9 | 7.0 | 2.6 | 0.06 | 0.94 | 0.97 |
Validation | 206 | 1.6 | 5.8 | 1.9 | 0.04 | 0.96 | 0.98 | |