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dc.contributor.author
Abbiati, Giuseppe
dc.contributor.author
Broccardo, Marco
dc.contributor.author
di Filippo, Rocco
dc.contributor.author
Stojadinovic, Bozidar
dc.contributor.author
Bursi, Oreste S.
dc.date.accessioned
2021-06-24T14:20:11Z
dc.date.available
2021-06-24T03:05:19Z
dc.date.available
2021-06-24T14:20:11Z
dc.date.issued
2021-09
dc.identifier.issn
0950-4230
dc.identifier.other
10.1016/j.jlp.2021.104575
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/491077
dc.description.abstract
The catastrophic consequences of recent NaTech events triggered by earthquakes highlighted the inadequacy of standard approaches to seismic risk assessment of chemical process plants. To date, the risk assessment of such facilities mainly relies on historical data and focuses on uncoupled process components. As a consequence, the dynamic interaction between process equipment is neglected. In response to this gap, researchers started a progressive integration of the Pacific Earthquake Engineering Research Center (PEER) Performance-Based Earthquake Engineering (PBEE) risk assessment framework. However, a few limitations still prevent a systematic implementation of this framework to chemical process plants. The most significant are: (i) the computational cost of system-level simulations accounting for coupling between process equipment; (ii) the experimental cost for component-level model validation; (iii) a reduced number of hazard-consistent site-specific ground motion records for time history analyses. In response to these challenges, this paper proposes a recently developed uncertainty quantification-based framework to perform seismic fragility assessments of chemical process plants. The framework employs three key elements: (i) a stochastic ground-motion model to supplement scarcity of real records; (ii) surrogate modeling to reduce the computational cost of system-level simulations; (iii) a component-level model validation based on cost-effective hybrid simulation tests. In order to demonstrate the potential of the framework, two fragility functions are computed for a pipe elbow of a coupled tank-piping system. © 2021 Elsevier Ltd.
en_US
dc.language.iso
en
en_US
dc.publisher
Elsevier
en_US
dc.subject
Seismic fragility analysis
en_US
dc.subject
PEER-PBEE framework
en_US
dc.subject
Artificial ground motion
en_US
dc.subject
Surrogate modeling
en_US
dc.subject
Hybrid simulation
en_US
dc.subject
Tank-piping system
en_US
dc.title
Seismic fragility analysis of a coupled tank-piping system based on artificial ground motions and surrogate modeling
en_US
dc.type
Journal Article
dc.date.published
2021-06-13
ethz.journal.title
Journal of loss prevention in the process industries
ethz.journal.volume
72
en_US
ethz.journal.abbreviated
JLPIE
ethz.pages.start
104575
en_US
ethz.size
9 p.
en_US
ethz.grant
Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe
en_US
ethz.identifier.wos
ethz.identifier.scopus
ethz.publication.place
London
en_US
ethz.publication.status
published
en_US
ethz.grant.agreementno
730900
ethz.grant.fundername
EC
ethz.grant.funderDoi
10.13039/501100000780
ethz.grant.program
H2020
ethz.date.deposited
2021-06-24T03:05:20Z
ethz.source
SCOPUS
ethz.eth
yes
en_US
ethz.availability
Metadata only
en_US
ethz.rosetta.installDate
2021-06-24T14:20:17Z
ethz.rosetta.lastUpdated
2022-03-29T10:04:57Z
ethz.rosetta.versionExported
true
ethz.COinS
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