Nom | American Lifelines Alliance (2001) - Storage Tank | ||||||||||||||||||||||||
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Type de risque | Earthquake | ||||||||||||||||||||||||
Type d'unité d'installation industrielle | Storage Tank | ||||||||||||||||||||||||
Description | Damage states according to American Lifelines Alliance's "Seismic Fragility Formulations for Water Systems" guideline (2001). | ||||||||||||||||||||||||
Etats |
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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 | ||||||||||||||||||||||||
Accès | Public |
No | État des dommages | Paramètres du scénario | Conditions de validité | |
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1. | DS1 (No Damage) | LOC State: None | - | - |
2. | DS2 (Slight) | LOC State: Minor | - | - |
3. | DS3 (Moderate) | LOC State: Moderate | - | - |
4. | DS4 (Extensive) | LOC State: Major | - | - |
5. | DS5 (Complete) | LOC State: Catastrophic | - | - |
No | Nom | Paramètre | Unité | Conditions de validité | ||||
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1. | Berahman and Behnamfar (2007), Unanchored on-ground steel tank | PGA | g | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel | 2 | - |
Évaluation des risques | Risques naturels | Installations industrielles | Scientifique | Utilisateurs |