Nom | Eidinger et al. (2001) - Fill ≥ 60% | ||||||||||||||||||||
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Abréviation | ALA-G60 | ||||||||||||||||||||
Type d'unité d'installation industrielle | Storage Tank | ||||||||||||||||||||
Classification des dommages | HAZUS (2010) - Storage Tank | ||||||||||||||||||||
Paramètre de risque | Peak Ground Acceleration (PGA) | ||||||||||||||||||||
Unité | g | ||||||||||||||||||||
Formulaire fonctionnel | Log-normal (médiane) | ||||||||||||||||||||
Type | Cumulative | ||||||||||||||||||||
Données |
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Courbe cumulative | |||||||||||||||||||||
Courbe discrète | |||||||||||||||||||||
Conditions de validité | Base Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 60 %v | ||||||||||||||||||||
Priorité | 3 | ||||||||||||||||||||
Références | 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. | ||||||||||||||||||||
Accès | Public |
Évaluation des risques | Risques naturels | Installations industrielles | Scientifique | Utilisateurs |