In Y 1 , the first-order terms X 1 and X 3 have extremely significant effects on the results; in Y 2 , the first-order terms X 1 and X 3 have extremely significant effects on the results, the interaction terms X 1 × 2 have significant effects on the results and the quadratic term X 22 has significant effects on the results. 3.2.2.
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Research on Hyperparameter Optimization of Concrete Slump Prediction Model Based on Response Surface Method.
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It can be seen from Figure 6 a that RMSE showed a trend of first decreasing and then increasing with the increasing number of iterations, R 2 showed a trend of first increasing and then decreasing with the increasing number of iterations, and the network performance reached the best when the number of iterations was 3500.