Table 6 AHP weights for bridge vulnerability assessment.
Hierarchy level | Description | Standard weight | |
|---|---|---|---|
Superstructure | Substructure | ||
Level 6 | Material type | 0.55 | 0.50 |
Structural age | 0.15 | 0.50 | |
Traffic load capacity | 0.30 | 0.0 | |
Soil type | 0.20 | 0.35 | |
Water table level | 0.25 | 0.25 | |
Slope stability | 0.55 | 0.40 | |
Level 5 | Structural deficiency | 0.30 | 0.25 |
Ground deficiency | 0.70 | 0.75 | |
Level 4 | Design method | 0.25 | 0.35 |
Construction quality | 0.45 | 0.45 | |
Maintenance condition | 0.30 | 0.20 | |
Site topography | 0.20 | 0.15 | |
Geological condition | 0.30 | 0.15 | |
Foundation depth | 0.50 | 0.70 | |
Level 3 | Structural failure | 0.35 | 0.25 |
Foundation failure | 0.65 | 0.75 | |
Level 2 | Hazard parameter | 0.35 | 0.35 |
Vulnerability parameter | 0.65 | 0.65 | |