Table 4.
Ground-truth used for validation of the relation between damage proxy inferred from InSAR data and the damage as function of peak-overpressure.
| Number | Locality | Distance (km) | Est, damage | % of coherence loss (damage proxy) | Est. overpressure (kPA) | Computed damage proxy (%) |
|---|---|---|---|---|---|---|
| 1 | Sursock Palace | 0.9 | Partial demolition—partial collapse roof | 59 | 7–15 | 44.4–61.8 |
| 2 | Saint George hospital | 1 | Minor damage, partial demolition | 47.9 | 8–15 | 47.5–61.8 |
| 3 | Seaside Arena | 1.1 | Serious structural damage, collapse | 61.5–74.3 | 18–40 | 66–84.1 |
| 4 | Saint George church | 1.4 | Minor damage | 58.9 | 7–15 | 44.4–61.8.75 |
| 5 | Forum de Beyrouth | 1.5 | Metal buckled | 52–60 | 7–15 | 46.3–61.8 |
| 6 | Hotel Cavalier | 3 | Minor damage, buckling | None | 3–7 | 28.26–36 |