Courbe de fragilité

NomDi Carluccio et al. (2006), Pressurized Equipment
AbréviationDC06-P
Type d'unité d'installation industrielleStorage Tank
Classification des dommagesDi Carluccio et al. (2006) - Pressurized Equipment
Paramètre de risquePeak Ground Acceleration (PGA)
Unitég
Formulaire fonctionnelLog-normal (médiane)
TypeCumulative
Données
NoÉtat des dommagesMédianeÉcart-type
1.DS20.090.76
2.DS30.130.76
Courbe cumulative
Courbe discrète
Conditions de validitéBase Type: Above Ground; Storage Condition: Pressure
PrioritéAuto
RéférencesA. Di Carluccio, I. Iervolino, G. Manfredi, G. Fabbrocino, E. Salzano, "Quantitative probabilistic seismic risk analysis of storage facilities", 2006
Notes

The original curves (as per Carluccio et al. (2006)) 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 = 0.115, Standard Deviation = 0.99
DS3: Medial = 0.109, Standard Deviation = 0.52
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, 13/05/2016 13:43:24 – Mis à jour: Kyriaki GKOKTSI, 23/02/2023 17:01:30

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