Advances in Civil Engineering / 2018 / Article / Tab 3 / Research Article
Predicting Shear Capacity of FRP-Reinforced Concrete Beams without Stirrups by Artificial Neural Networks, Gene Expression Programming, and Regression Analysis Table 3 Parameters used in the GEP Model.
Parameters Values Number of chromosomes 30–500 Head size 3, 5, 8 Number of genes 2, 3, 4 Linking function Multiplication Function set +, −, /, ∗, abs, tanh, x 2 , x 1/2 , x 1/3 , x 1/5 , … Generation without changes 2000 Number of tries 12 Maximum complexity 10 Fitness function RMSE Mutation 0.044 Inversion 0.1 One-point recombination 0.3 Two-point recombination 0.3 Gene recombination 0.1 Gene transposition 0.1 IS transposition 0.1 RIS transposition 0.1 Data type Floating point Constants per gene 10