Table 2 Damage states of pier column
From: Seismic fragility analysis for tall pier bridges with rocking foundations
| Damage states | Slight | Moderate | Extensive | Complete |
|---|---|---|---|---|
| Sc | 1.29 | 2.10 | 3.52 | 5.24 |
| \(\beta_{c}\) | 0.59 | 0.51 | 0.64 | 0.65 |
From: Seismic fragility analysis for tall pier bridges with rocking foundations
| Damage states | Slight | Moderate | Extensive | Complete |
|---|---|---|---|---|
| Sc | 1.29 | 2.10 | 3.52 | 5.24 |
| \(\beta_{c}\) | 0.59 | 0.51 | 0.64 | 0.65 |