Research Article
Artificial Neural Network-Based Method for Seismic Analysis of Concrete-Filled Steel Tube Arch Bridges
Table 4
Damage index range of bridge structure under different damage degrees.
| | Damage level | Damage index range |
| | No damage state | 0.00∼0.10 | | Slight damage state | 0.10∼0.30 | | Moderate damage state | 0.30∼0.50 | | Extensive damage state | 0.50∼0.70 | | Collapse damage state | 0.70∼1.00 |
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