Fragility Curve

NameBerahman and Behnamfar (2007), Unanchored on-ground steel tank
AbbreviationBB07
Functional FormDataset
Plant Unit TypeStorage Tank
Damage ClassificationAmerican Lifelines Alliance (2001) - Storage Tank
Hazard ParameterPeak Ground Acceleration (PGA)
Unitg
TypeCumulative
Data
NoDamage StateValuesProbabilities
1.DS20;0.05;0.1;0.2;0.3;0.4;0.5;0.6;0.7;0.8;0.9;1.0;1.1;1.2;1.3;1.40;0;0.02;0.1;0.2;0.3;0.39;0.46;0.52;0.57;0.62;0.66;0.69;0.72;0.74;0.77
2.DS30;0.05;0.1;0.2;0.3;0.4;0.5;0.6;0.7;0.8;0.9;1.0;1.1;1.2;1.3;1.40;0;0;0.01;0.04;0.1;0.17;0.25;0.32;0.39;0.46;0.52;0.57;0.62;0.66;0.69
Cumulative Curve
Discrete Curve
Validity ConditionsBase Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel
PrecedenceAuto
ReferencesBerahman, 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).

AccessPublic
Created: Serkan GIRGIN, 2011/08/03 08:33:39 – Updated: Serkan GIRGIN, 2012/08/14 12:24:43

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