Nom | Berahman and Behnamfar (2007), Unanchored on-ground steel tank | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Abréviation | BB07 | ||||||||||||
Type d'unité d'installation industrielle | Storage Tank | ||||||||||||
Classification des dommages | American Lifelines Alliance (2001) - Storage Tank | ||||||||||||
Paramètre de risque | Peak Ground Acceleration (PGA) | ||||||||||||
Unité | g | ||||||||||||
Formulaire fonctionnel | Ensemble de données | ||||||||||||
Type | Cumulative | ||||||||||||
Données |
| ||||||||||||
Courbe cumulative | |||||||||||||
Courbe discrète | |||||||||||||
Conditions de validité | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel | ||||||||||||
Priorité | Auto | ||||||||||||
Références | Berahman, F.; Behnamfar, F., "Seismic Fragility Curves for Un-Anchored On-Grade Steel Storage Tanks: Bayesian Approach", 2007 | ||||||||||||
Notes | Fragility curve is based on Bayesian approach with predictive estimation using Monte Carlo simulation (with Northridge data). | ||||||||||||
Accès | Public |
Évaluation des risques | Risques naturels | Installations industrielles | Scientifique | Utilisateurs |