Courbe de fragilité

NomO'Rourke and So (2000), Fill ≥ 50%
AbréviationOS00-F50-G
Type d'unité d'installation industrielleStorage Tank
Classification des dommagesO'Rourke and So (2000) - Storage Tank
Paramètre de risquePeak Ground Acceleration (PGA)
Unitég
Formulaire fonctionnelLog-normal (médiane)
TypeCumulative
Données
NoÉtat des dommagesMédianeÉcart-type
1.DS20.420.36
2.DS30.840.36
3.DS41.060.36
4.DS51.320.36
Courbe cumulative
Courbe discrète
Conditions de validitéBase Type: On-ground; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %v
Priorité1
RéférencesO'Rourke, M. J.; So, P., "Seismic Fragility Curves for On-Grade Steel Tanks", 2000
Notes

The original curves (as per O'Rourke and So (2000)) 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.
Original parameters of fragility curves (log-normal distribution):
DS2: Medial = 0.49, Standard Deviation = 0.55
DS3: Medial = 0.86, Standard Deviation = 0.39
DS4: Medial = 0.99, Standard Deviation = 0.27
DS5: Medial = 1.17, Standard Deviation = 0.21
The displayed fragility curves have been corrected according to the guidelines by Porter (2021), by forcing fragility curves not to cross through the computation of a new median PGA and a new logarithm standard deviation that is constant for all damage states as per equation (37) in Porter (2021).

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Créé: Serkan GIRGIN, 03/08/2011 07:38:40 – Mis à jour: Kyriaki GKOKTSI, 23/02/2023 17:05:31

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