Fragility Curve
| Name | Eidinger et al. (2001) - Fill < 50% | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Abbreviation | ALA-L50 | ||||||||||||
| 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: < 50 %v | ||||||||||||
| Precedence | 2 | ||||||||||||
| 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 | See Part 1, Table 5.3 on page 66 in Eidinger et al., 2001. For DS2 a median value of 2.00 is used instead of the original value, which is > 2.0. | ||||||||||||
| Access | Public |
Created: Serkan GIRGIN, 2017/04/11 16:48:56
Risk Assessment | Natural Hazards | Industrial Plants | Scientific | Users |