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Advances in Civil Engineering
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2020
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Article
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Tab 5
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Research Article
Bridge Seismic Damage Assessment Model Applying Artificial Neural Networks and the Random Forest Algorithm
Table 5
Hyperparameters of the girder bridge and arch bridge models.
Hyper parameters
Mini-batch
Basic learning rate
Decay rate of the learning rate
L2
Decay rate of the moving average
Number
16
0.8
0.98
0.0001
0.99