Extending the Quantitative Assessment of Industrial Risks to Earthquake Effect (Articolo in rivista)

Type
Label
  • Extending the Quantitative Assessment of Industrial Risks to Earthquake Effect (Articolo in rivista) (literal)
Anno
  • 2008-01-01T00:00:00+01:00 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#doi
  • 10.1111/j.1539-6924.2008.01092.x (literal)
Alternative label
  • Campedel M.; Cozzani V.; Garcia-Agreda A.; Salzano E. (2008)
    Extending the Quantitative Assessment of Industrial Risks to Earthquake Effect
    in Risk analysis (Online)
    (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
  • Campedel M.; Cozzani V.; Garcia-Agreda A.; Salzano E. (literal)
Pagina inizio
  • 1231 (literal)
Pagina fine
  • 1246 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#url
  • http://onlinelibrary.wiley.com/doi/10.1111/j.1539-6924.2008.01092.x/abstract (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#numeroVolume
  • 28 (literal)
Rivista
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#numeroFascicolo
  • 5 (literal)
Note
  • PubMe (literal)
  • copu (literal)
  • ISI Web of Science (WOS) (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
  • CNR-IRC Università di Bologna (literal)
Titolo
  • Extending the Quantitative Assessment of Industrial Risks to Earthquake Effect (literal)
Abstract
  • Industrial equipments and systems can suffer structural damage when hit by earthquakes, so that accidental scenarios as fire, explosion and dispersion of toxic substances can take place. As a result, overall damage to people, environment and properties increases. The present paper deals with seismic risk analysis of industrial facilities where atmospheric storage tanks (anchored or unanchored to ground), horizontal pressurised tanks, reactors and pumps are installed. Simplified procedures and methodologies based on historical database and literature data on natural-technological (Na-Tech) accidents for seismic riskassessment are discussed. Equipment-specific fragility curves have been thus derived depending on a single earthquake measure, peak ground acceleration (PGA). Fragility parameters have been then transformed to linear probit coefficients in order to obtain reliable threshold values for earthquake intensity measure, both for structural damage and loss of containment. These threshold values are of great interest when development of active and passive mitigation actions and systems, safety management, and the implementation of early warning system are concerned. The approach is general and can be implemented in any available code or procedure for riskassessment. Some results of seismic analysis of atmospheric storage tanks are also presented for validation. (literal)
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