Best sampling results of the expert (proposed) network for maximum span length = (18.2; 22.9) (m), bridge length = (14.5; 45.5] (m), number of spans = 1 and maximum pier height = (4.6; 6.5] (m)
| ID | Bridge type | Cross-section type | Cross-section depth: m | Probability: % |
|---|---|---|---|---|
| 1 | Plate girder | Multiple girders | (0.9,1.42] | 54.98 |
| 2 | Beam bridge | Single girder | (0.9,1.42] | 9.98 |
| 3 | Plate girder | Multiple girders | (0.1,0.49] | 8.09 |
| 4 | Beam bridge | Single girder | (0.6,0.9] | 5.56 |
| 5 | Frame bridge | Single girder | (0.6,0.9] | 2.68 |
| ID | Bridge type | Cross-section type | Cross-section depth: m | Probability: % |
|---|---|---|---|---|
| 1 | Plate girder | Multiple girders | (0.9,1.42] | 54.98 |
| 2 | Beam bridge | Single girder | (0.9,1.42] | 9.98 |
| 3 | Plate girder | Multiple girders | (0.1,0.49] | 8.09 |
| 4 | Beam bridge | Single girder | (0.6,0.9] | 5.56 |
| 5 | Frame bridge | Single girder | (0.6,0.9] | 2.68 |
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