Name | Eidinger et al. (2001) - Fill ≥ 60% | ||||||||||||||||||||
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Abbreviation | ALA-G60 | ||||||||||||||||||||
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; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 60 %v | ||||||||||||||||||||
Precedence | 3 | ||||||||||||||||||||
References | Eidinger J. M.; Avila, E. A.; Ballantyne, D.; Cheng, L.; der Kiureghian, A.; Maison, B. F.; O'Rourke, T. D.; Power, M., "Seismic fragility formulation for water systems", 2001 | ||||||||||||||||||||
Notes | The original curves (as per Eidinger et al. (2001)) pertain to crossing cumulative curves between consecutive damage states, DS, which results in (meaningless) negative discrete damage probabilities. These fragility curves need to be corrected to be used for damage assessment purposes. | ||||||||||||||||||||
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