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

Table 12

Structure of different models for assessing the Park & Ang damage.

Number	Model	Training		Validation		Testing
			Equation		Equation		Equation
1	SOFM1	0.9216		0.933		0.9213
2	LR1	0.8924		0.9098		0.8925
3	RBF	0.8054		0.8304		0.8789
4	NonLR2	0.8781		0.9174		0.8272