Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map

Table 10

Statistical results of different NonLR models.

	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