Research Article

Optimum Design of Fully Composite, Unstiffened, Built-Up, Hybrid Steel Girder Using GRG, NLR, and ANN Techniques

Table 5

Connection weights for the developed ANN.

Hidden layer 1
H(1 : 1)H(1 : 2)H(1 : 3)H(1 : 4)H(1 : 5)H(1 : 6)H(1 : 7)H(1 : 8)H(1 : 9)H(1 : 10)

Input layer(Bias)1.04−0.90−0.910.38−0.430.890.610.620.320.31
η0.00−0.04−0.020.09−0.01−0.01−0.030.31−0.02−0.15
α0.14−0.55−0.81−0.12−0.03−0.03−0.090.09−0.59−0.66
Fcu−0.010.060.01−0.05−0.100.24−0.180.130.320.14
Fyf0.680.49−0.30−0.130.000.070.320.060.07−0.28
Fyw−0.15−0.010.190.030.280.060.110.050.31−0.05
M−0.21−0.150.110.58−0.550.780.62−0.46−0.27−0.05
Hidden layer 2
H(2 : 1)H(2 : 2)H(2 : 3)H(2 : 4)H(2 : 5)
Hidden layer 1(Bias)0.83−0.330.780.22−0.69
H(1 : 1)0.100.351.03−0.010.57
H(1 : 2)0.180.610.93−1.010.49
H(1 : 3)0.840.29−0.23−0.530.20
H(1 : 4)−0.25−0.76−0.39−0.550.30
H(1 : 5)−0.140.960.20−0.05−0.40
H(1 : 6)−0.39−1.25−0.190.11−0.04
H(1 : 7)−0.03−0.950.20−0.360.56
H(1 : 8)0.520.10−0.110.060.27
H(1 : 9)−0.180.370.190.160.17
H(1 : 10)−0.05−0.170.070.580.36
Output layer
HsAscAswAstts
Hidden layer 2(Bias)−0.20−0.63−0.39−0.58−1.06
H(2 : 1)0.20−1.150.17−1.00−0.24
H(2 : 2)−1.02−1.05−1.32−0.74−0.74
H(2 : 3)−1.18−0.77−1.27−0.800.53
H(2 : 4)−0.33−0.55−0.820.48−1.32
H(2 : 5)0.07−0.980.090.291.42