Kırılganlık Eğrisi

AdDi Carluccio et al. (2006), Pressurized Equipment
KısaltmaDC06-P
Tesis Ünitesi TürüStorage Tank
Hasar SınıflandırmasıDi Carluccio et al. (2006) - Pressurized Equipment
Afet ParametresiPeak Ground Acceleration (PGA)
Birimg
Foksiyonel BiçimLog-normal (medyan)
TürBirikmeli
Veri
NoHasar DurumuMedyanStandart Sapma
1.DS20.090.76
2.DS30.130.76
Birikmeli Eğri
Ayrık Eğri
Geçerlilik KoşullarıBase Type: Above Ground; Storage Condition: Pressure
ÖncelikOtomatik
ReferanslarA. Di Carluccio, I. Iervolino, G. Manfredi, G. Fabbrocino, E. Salzano, "Quantitative probabilistic seismic risk analysis of storage facilities", 2006
Notlar

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).

ErişimGenel
Yaratılma: Serkan GIRGIN, 13/05/2016 13:43:24 – Güncelleme: Kyriaki GKOKTSI, 23/02/2023 17:01:30

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