Seismic Failure Probability of a Curved Bridge Based on Analytical and Neural Network Approaches

Table 6

Prediction of response structure by NN in thirteen seismic scales, in training step for bridge elements (Approach 1).

BP methods

Number of HN

ANN structure

Training equation (, is regression)

Group 1

Group 2

Group 3

Group 4

Group 5

Group 6

Group 7

Group 8

Group 9

Group 10

Group 11

Group 12

Group 13

Column ductility

LM

10

8:20:04

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Abutment

LM

8

8:20:04

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Bearing

LM

8

8:20:04

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