Fragility Curve
| Name | HAZUS (2010) - Near Full, Anchored | ||||||||||||||||||||
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| Abbreviation | HAZUS-NA | ||||||||||||||||||||
| Functional Form | Log-normal (median) | ||||||||||||||||||||
| Plant Unit Type | Storage Tank | ||||||||||||||||||||
| Damage Classification | HAZUS (2010) - Storage Tank | ||||||||||||||||||||
| Hazard Parameter | Peak Ground Acceleration (PGA) | ||||||||||||||||||||
| Unit | g | ||||||||||||||||||||
| Type | Cumulative | ||||||||||||||||||||
| Data |
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| Cumulative Curve | |||||||||||||||||||||
| Discrete Curve | |||||||||||||||||||||
| Validity Conditions | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | ||||||||||||||||||||
| Precedence | Auto | ||||||||||||||||||||
| References |
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| Notes | See FEMA (2010), Table 8.9 (page 8-16). It is also used for tanks in refineries (Table C.8.1, page 8-99). Eidinger et al. (2001) indicates that the curves are applicable only for (water) tanks that are at least 80% full at the time of the earthquake (Part 2, page 78). See Di Carluccio et al. (2006), Table 1 (page 219) for probit constants, which supercedes Salzano et al. (2003) Table 5. | ||||||||||||||||||||
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