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Building Structures and Materials

Three neural networks for prestressed fiber-reinforced polymer/plastics sheet-reinforced concrete beams

ORCID Icon & ORCID Icon
Pages 613-633 | Received 22 Apr 2023, Accepted 01 Aug 2023, Published online: 30 Aug 2023

Figures & data

Figure 1. Distribution of the input and output variables of the neural network.

Figure 1. Distribution of the input and output variables of the neural network.

Figure 2. Performance of the BP neural network with different hidden layer nodes.

Figure 2. Performance of the BP neural network with different hidden layer nodes.

Figure 3. Prediction results of the prestressed FRP-RC flexural ultimate load neural network model.

Figure 3. Prediction results of the prestressed FRP-RC flexural ultimate load neural network model.

Figure 4. Effect of parameter changes on the performance of the neural network models.

Figure 4. Effect of parameter changes on the performance of the neural network models.

Table 1. Model architectures of the considered neural networks.

Figure 5. Predicted values from the L–M neural network.

Figure 5. Predicted values from the L–M neural network.

Figure 6. Predicted values from the BR neural network.

Figure 6. Predicted values from the BR neural network.

Figure 7. L-MNN prediction percentage error distribution.

Figure 7. L-MNN prediction percentage error distribution.

Figure 8. BRNN prediction percentage error distribution.

Figure 8. BRNN prediction percentage error distribution.

Figure 9. Violin plots of each neural network versus test values.

Figure 9. Violin plots of each neural network versus test values.

Figure 10. Taylor diagram for each neural network.

Figure 10. Taylor diagram for each neural network.

Table 2. Neural network performance comparisons.

Figure 11. Relative importance of the input variables for the BRNN model.

Figure 11. Relative importance of the input variables for the BRNN model.

Table 3. Performance change before and after SVD optimization.