Name | Berahman and Behnamfar (2007), Unanchored on-ground steel tank | ||||||||||||
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Abbreviation | BB07 | ||||||||||||
Plant Unit Type | Storage Tank | ||||||||||||
Damage Classification | American Lifelines Alliance (2001) - Storage Tank | ||||||||||||
Hazard Parameter | Peak Ground Acceleration (PGA) | ||||||||||||
Unit | g | ||||||||||||
Functional Form | Dataset | ||||||||||||
Type | Cumulative | ||||||||||||
Data |
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Cumulative Curve | |||||||||||||
Discrete Curve | |||||||||||||
Validity Conditions | Base Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel | ||||||||||||
Precedence | Auto | ||||||||||||
References | 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). | ||||||||||||
Access | Public |
Risk Assessment | Natural Hazards | Industrial Plants | Scientific | Users |