Burgess, I.W. and Davison, J.B. (2012) Briefing: role of connections in preventing steel frame collapse in fire. Proceedings of the ICE: Engineering and Computational Mechanics, 165 (4). 219 - 221. ISSN 1755-0777
Abstract
The resistance of steel-framed buildings to progressive collapse in fire is reliant on robust performance of the connections between beams and columns. Ian Burgess and Buick Davison of the University of Sheffield explain how the behaviour of connections in fire can be understood using component-based models.
Metadata
Item Type: | Article |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2012 ICE. Reproduced in accordance with the publisher's self-archiving policy. |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 18 Aug 2014 13:47 |
Last Modified: | 18 Aug 2014 13:53 |
Published Version: | http://dx.doi.org/10.1680/eacm.12.00013 |
Status: | Published |
Publisher: | ICE |
Refereed: | Yes |
Identification Number: | 10.1680/eacm.12.00013 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:80237 |