Comparative Analysis of Shear Strength Prediction Models for Reinforced Concrete Slab–Column Connections

Table 2

Parametric combination for SCS dataset for ML models.

Number	Dataset name	ANN layers	PSOFNN members	PSOFNN iterations	BATFNN members	BATFNN iterations	Parametric combination
1.	SCS = 1	14	50	300	30	300	ρl, fy, fc, cs, ds, av/ds
2.	SCS = 2	12	50	300	30	300	Mf, fc, cs, ds, av/ds
3.	SCS = 3	8	50	300	30	300	Mf/fcbds^2, cs/ds, av/ds
4.	SCS = 4	10	30	300	30	300	ρl, fc/fy, cs/ds, av/ds
5.	SCS = 5	10	50	300	25	300	Mf/bds^2, fc, ds, av/ds
6.	SCS = 6	10	50	300	25	300	Mf/fcbds^2, ds, cs/ds, av/ds
7.	SCS = 7	12	30	300	25	300	Mf/fcbds^2, fc, ds, cs/ds, av/ds