Research Article
Lateral Seismic Fragility Assessment of Cable-Stayed Bridge with Diamond-Shaped Concrete Pylons
Table 3
Quantified damage index for different limit states.
| Component | Damage index | Limit states | SD | MD | ED | CD |
| Pylon | Curvature (1/m) | 0.49 | 0.65 | 10.60 | 29.00 | Pier #0 | 0.25 | 0.33 | 5.05 | 15.00 | Pier #1 | 0.25 | 0.33 | 5.18 | 14.90 | Pier #2 | 0.25 | 0.33 | 5.19 | 14.90 |
| Bearing | Deformation (mm) | 20 | 75 | 415 | 755 |
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