Type | Report | |||||||||||||||
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Title | Seismic fragility formulation for water systems | |||||||||||||||
Authors | Eidinger J. M.; Avila, E. A.; Ballantyne, D.; Cheng, L.; der Kiureghian, A.; Maison, B. F.; O'Rourke, T. D.; Power, M. | |||||||||||||||
Year | 2001 | |||||||||||||||
Institution | American Lifelines Alliance (ALA) | |||||||||||||||
Abstract | This guideline presents procedures that can be used to evaluate the probability of earthquake damage to water transmission systems. This document was developed to address the lack of a consistent assessment methodology within industry, consulting, and academic communities. The lack of consistency prevents direct comparison of damage estimates for prioritizing where resources can best be allocated to mitigate damage. The raw damage data supporting the fragility relationships are included with the guidelines to facilitate the addition of new information from future earthquakes. Use of these fragility data will allow water system owners to estimate the vulnerability of their systems and to make informed decisions to mitigate risks. | |||||||||||||||
Files |
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Access | Public |
No | Plant Unit Type | Name | Description | ||
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1. | Storage Tank | American Lifelines Alliance (2001) - Storage Tank | Damage states according to American Lifelines Alliance's "Seismic Fragility Formulations for Water Systems" guideline (2001). | 5 |
No | Name | Damage Classification | Parameter | Unit | Validity Conditions | ||||
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1. | HAZUS (2010) - Near Full, Anchored | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | log μ̃ | 4 | - | |
2. | HAZUS (2010) - Near Full, Unanchored | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %v | log μ̃ | 4 | - | |
3. | Eidinger et al. (2001) - Fill ≥ 50%, Anchored | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | log μ̃ | 4 | 1 | |
4. | Eidinger et al. (2001) - Fill ≥ 50%, Unanchored | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | log μ̃ | 4 | 1 | |
5. | Eidinger et al. (2001) - Fill ≥ 50% | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v | log μ̃ | 4 | 2 | |
6. | Eidinger et al. (2001) - Fill ≥ 60% | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 60 %v | log μ̃ | 4 | 3 | |
7. | Eidinger et al. (2001) - Fill ≥ 90% | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 90 %v | log μ̃ | 4 | 4 | |
8. | Eidinger et al. (2001) | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric | log μ̃ | 4 | - | |
9. | Eidinger et al. (2001) - Fill < 50% | HAZUS (2010) - Storage Tank | PGA | g | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: < 50 %v | log μ̃ | 2 | 2 |
Risk Assessment | Natural Hazards | Industrial Plants | Scientific | Users |