Table 1 Injury ratio for worst-case damage scenario in different type of building according to Hashemi and Alesheikh (2011)
From: Shallow crustal earthquake models, damage, and loss predictions in Banda Aceh, Indonesia
No. | Type of buildings | Injury ratio |
|---|---|---|
1. | RC Building < 4 stories (C1-L) | 0.2 |
2. | RC Building > 4 stories (C1-M) | 0 |
3. | Timber Frame Building (W1-L) | 0.4 |