Referans

TürArticle
BaşlıkQuantitative probabilistic seismic risk analysis of storage facilities
YazarlarA. Di Carluccio, I. Iervolino, G. Manfredi, G. Fabbrocino, E. Salzano
DergiChemical Engineering Transactions
Yıl2006
Cilt9
Sayfalar215-220
Özet

Large part of European territory is affected by significant seismic hazard, which may possibly affect the integrity of industrial installation and give rise to consistent loss of energy or containment, either toxic or flammable. Although large scientific e regulatory efforts have been addressed to civil construction, industrial accidental scenarios triggered by earthquakes are poorly described. As a consequence, it is necessary to develop simplified tools for risk assessment and quantitative risk analysis which take into account explicitly the seismic vulnerability of industrial components. In this paper, fragility curves and probit functions for structural vulnerability in terms of mechanical damage and intensity of loss of containment have been crossed with outcomes of Probabilistic Seismic Hazard Analysis in order to assess the seismic risk. The analysis has been presented for atmospheric storage tank and pressurised equipment.

Dosyalar
NoDosyaURLErişim Tarihi
1.PDF Document (143.51 KB)http://www.researchgate.net/profile/Ernesto_Salzano/publication/231581126_Quantitative_Probabilistic_Seismic_Risk_Analysis_of_Storage_Facilities/file/79e4150c51121851a8.pdf06/05/2014
ErişimGenel
Yaratılma: Vincenzo ARCIDIACONO, 22/01/2014 10:43:08 – Güncelleme: Serkan GIRGIN, 06/05/2014 15:50:25

Hasar Sınıflandırmaları

NoTesis Ünitesi TürüAdAçıklama
1.Storage TankDi Carluccio et al. (2006) - Pressurized Equipment

Damage states for pressurized tanks according to Di Carluccio et al. (2006).

3

Kırılganlık Eğrileri

NoAdHasar SınıflandırmasıParametreBirimGeçerlilik Koşulları
1.HAZUS (2010) - Near Full, AnchoredHAZUS (2010) - Storage TankPGAgBase Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %vlog μ̃4-
2.HAZUS (2010) - Near Full, UnanchoredHAZUS (2010) - Storage TankPGAgBase Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 80 %vlog μ̃4-
3.Eidinger et al. (2001) - Fill ≥ 50%, AnchoredHAZUS (2010) - Storage TankPGAgBase Type: On-ground; Base Support Type: Anchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %vlog μ̃41
4.Eidinger et al. (2001) - Fill ≥ 50%, UnanchoredHAZUS (2010) - Storage TankPGAgBase Type: On-ground; Base Support Type: Unanchored; Construction Material: Steel; Storage Condition: Atmospheric; Fill Percent: > 50 %vlog μ̃41
5.Di Carluccio et al. (2006), Pressurized EquipmentDi Carluccio et al. (2006) - Pressurized EquipmentPGAgBase Type: Above Ground; Storage Condition: Pressurelog μ̃2-

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