From: A Hybrid Particle Swarm Optimization with Dragonfly for Adaptive ANFIS to Model the Corrosion Rate in Concrete Structures
Method
Population size
Iteration
25
50
75
100
200
300
400
MAPE
11.76
1.67
1.75
1.71
14.83
11.52
7.37
Efficiency
0.85
0.97
0.95
0.82
0.86
0.91
R2
0.87
0.92
RMSE
3.43
2.68
2.70
2.69
4.68
4.09
3.71