Fragility Curve
| Name | Eidinger et al. (2001) - Fill ≥ 50%, Anchored | ||||||||||||||||||||
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| Abbreviation | ALA-G50A | ||||||||||||||||||||
| Plant Unit Type | Storage Tank | ||||||||||||||||||||
| Damage Classification | HAZUS (2010) - Storage Tank | ||||||||||||||||||||
| Hazard Parameter | Peak Ground Acceleration (PGA) | ||||||||||||||||||||
| Unit | g | ||||||||||||||||||||
| Functional Form | Log-normal (median) | ||||||||||||||||||||
| 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: > 50 %v | ||||||||||||||||||||
| Precedence | 1 | ||||||||||||||||||||
| References |
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| Notes | See Part 1, Table 5.7 on page 69 in Eidinger et al. (2001). Source data is given in Table 5.5 on page 68. See Di Carluccio et al. (2006), Table 1 (page 219) for probit constants, which superceds Salzano et al. (2003) Table 5 (page 408). In Salzano et al. (2003), μ value for ≥DS2 is reported as 1.71, it should be 0.71. | ||||||||||||||||||||
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