Investigation of ANN Architecture for Predicting Load-Carrying Capacity of Castellated Steel Beams

Figure 4

Convergence analysis for different ANN architecture with respect to (a) R² of the training parts; (b) R² of the testing part; (c) RMSE of the training part; (d) RMSE of the testing part; (e) MAE of the training part; and (f) MAE of the testing part.

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(b)

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