Research Article
Research on Bridge Structural Damage Identification
Table 3
Damage labels of continuous beam bridge samples.
| | Damage condition number | Loading condition | Damage unit | Damage degree | Label | | Boundary conditions | Concentration force size (kN) | Movement speed | Start | End |
| | LXLQ1 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 3 | 40% | 1st category | | LXLQ2 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 10 | 15% | 2nd category | | LXLQ3 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 21 | 55% | 3rd category | | LXLQ4 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 6.9 | 30%, 30% | 4th category | | LXLQ5 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 11, 19 | 15%, 15% | 5th category | | LXLQ6 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 5, 22 | 30%, 60% | 6th category | | LXLQ7 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 4, 8, 11 | 10%, 10%, 10% | 7th category | | LXLQ8 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 9, 15, 20 | 45%, 45%, 45% | 8th category | | LXLQ9 | Continuous beam bridge boundary conditions | 100 | 18 km/h | Node 1 | Node 25 | 5, 15, 20 | 60%, 60%, 60% | 9th category |
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