TECHNICAL NOTES
Jun 14, 2002

Could the World Trade Center have been Modified to Prevent its Collapse?

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Publication: Journal of Engineering Mechanics
Volume 128, Issue 7

Abstract

The feasibility of protecting tall buildings against progressive downwards collapse following catastrophic structural failure at high level is explored and various design suggestions made.

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References

Ashby, M. F. (1999). Materials selection in mechanical design, 2nd Ed., Butterworth-Heinemann.
Ashby, M. F., et al. (2000). Metal foams: A design guide, Butterworth-Heinemann.
Bazant, Z. P., and Zhou, Y.(2001). “Why did the World Trade Center collapse?—Simple analysis.” posted at 〈www.civil.northwestern.edu〉 and subsequently published in amended form in J. Eng. Mech., 128(1), 2–6 (2002).
Cambridge Engineering Selector (CES). (2001). Cambridge engineering selector v.3.2, Granta Design Limited, Cambridge, UK 〈www.grantadesign.com〉
GDP Deflator, Budget of the US government, fiscal year 2001, historical tables, Table 10.1—GDP and Deflators used in the Historical Tables: 1940–2005. The inflation index between 1971 and 2002 is estimated to be 3.65. Available at 〈www.jsc.nasa.gov/bu2/inflateGDP.html〉
Glanz, J. (2001). “Why Trade Center Towers stood, then fell,” New York Times, November 11, 2001. Available at 〈www.nytimes.com/2001/11/11/nyregion/11COLL.html〉
“World Trade Center.” (2001). 〈www.GreatBuildings.com/buildings/World_Trade_Center.html〉

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 7July 2002
Pages: 795 - 800

History

Received: Nov 20, 2001
Accepted: Mar 4, 2002
Published online: Jun 14, 2002
Published in print: Jul 2002

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Authors

Affiliations

David E. Newland
Professor of Engineering, Engineering Dept., Cambridge Univ., Trumpington St., Cambridge, CB2 1PZ, U.K. (corresponding author).
David Cebon
Reader in Mechanical Engineering, Engineering Dept., Cambridge Univ., and Managing Director, Granta Design Limited, U.K.

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