For owners of everything from hotels to nuclear licensed sites, mitigating the potential risks of blast is of paramount importance, not only to minimise the risk to human life and in doing so discharge their legal obligations to reduce risks to as low as reasonably practicable, but also to ensure resilience in their enterprises. Identifying what design changes or mitigation measures need to be introduced in a given building is a complex task, and depends on the widely varying characteristics of the blast threat – whether caused by terrorist action or by accidents arising from process failures. This mitigation can be very costly; therefore, an accurate assessment of the potential damage can help ensure measures are taken appropriate to the level of risk. Frazer-Nash has recently been using high-end computer modelling techniques that allow the potential effects of a blast in a range of sensitive locations to be analysed, for the purposes of assuring hotel designers that their buildings will provide a suitable level of resilience to terrorist attack. This utilises techniques previously considered the preserve of the defence sector over the past two decades and more, using dynamic finite-element analysis to look at blast effects on a wide range of structures.
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September 2013
Review Article|
September 01 2013
Briefing: Modelling for cost-effective resilience against blast Available to Purchase
Dave Reed, CEng, MIMechE
Dave Reed, CEng, MIMechE
Business Manager
Frazer-Nash Consultancy Ltd, Stonebridge House, Dorking Business Park, Dorking, UK
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Publisher: Emerald Publishing
Revision Received:
May 13 2013
Accepted:
July 17 2013
Online ISSN: 1755-0785
Print ISSN: 1755-0777
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (2013) 166 (3): 124–127.
Article history
Revision Received:
May 13 2013
Accepted:
July 17 2013
Citation
Reed D (2013), "Briefing: Modelling for cost-effective resilience against blast". Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, Vol. 166 No. 3 pp. 124–127, doi: https://doi.org/10.1680/eacm.13.00012
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