The growing number of terrorist attacks in the past decade has focused the public’s attention on the severity of such a man–made hazard. The rising threat of improvised explosive devices — one of the most successful attack strategies — has significantly increased the number of threats on the ground, in the form of suicide–bombs, vehicle–bombs, etc., thereby requiring the development of more effective blast risk mitigation measures. However, the modern proliferation of such measures poses the problem of evaluating their cost–effectiveness, which prompts the need for a comprehensive optimization methodology — capable of maximizing the resilience of the built environment. The aim of this paper is to lay out the foundations of a resilience–based framework for quantifying the performance of different infrastructure elements incurring blast threats, by means of functionality and resilience indicators. The proposed framework can quantify the consequences of multiple outdoor explosions typified by the emblematic car–bomb scenario. The level of localized damage is evaluated via pressure–impulse diagrams; local failures are then aggregated into the definition of resilience and functionality indicators, designed to provide the analyst with a comprehensive picture of global damage, residual functionality, and downtime of the structural system.
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ASME 2017 Pressure Vessels and Piping Conference
July 16–20, 2017
Waikoloa, Hawaii, USA
Conference Sponsors:
- Pressure Vessels and Piping Division
ISBN:
978-0-7918-5797-7
PROCEEDINGS PAPER
Blast Resilient Design of Infrastructure Subjected to Ground Threats
Shady Salem,
Shady Salem
McMaster University, Hamilton, ON, Canada
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Manuel Campidelli,
Manuel Campidelli
McMaster University, Hamilton, ON, Canada
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Wael El-Dakhakhni,
Wael El-Dakhakhni
McMaster University, Hamilton, ON, Canada
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Michael Tait
Michael Tait
McMaster University, Hamilton, ON, Canada
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Shady Salem
McMaster University, Hamilton, ON, Canada
Manuel Campidelli
McMaster University, Hamilton, ON, Canada
Wael El-Dakhakhni
McMaster University, Hamilton, ON, Canada
Michael Tait
McMaster University, Hamilton, ON, Canada
Paper No:
PVP2017-65205, V004T04A018; 9 pages
Published Online:
October 26, 2017
Citation
Salem, S, Campidelli, M, El-Dakhakhni, W, & Tait, M. "Blast Resilient Design of Infrastructure Subjected to Ground Threats." Proceedings of the ASME 2017 Pressure Vessels and Piping Conference. Volume 4: Fluid-Structure Interaction. Waikoloa, Hawaii, USA. July 16–20, 2017. V004T04A018. ASME. https://doi.org/10.1115/PVP2017-65205
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