Research Article
Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map
Table 10
Statistical results of different NonLR models.
| ā | Model | MAE | MSE | RMSE |
| Training | NonLR1 | 2.792 | 10.840 | 3.292 | NonLR2 | 0.030 | 0.003 | 0.051 | Validation | NonLR1 | 3.182 | 12.835 | 3.583 | NonLR2 | 0.021 | 0.001 | 0.031 | Testing | NonLR1 | 2.375 | 8.372 | 2.894 | NonLR2 | 0.031 | 0.002 | 0.050 |
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