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Jan 1, 2002

Why Did the World Trade Center Collapse?—Simple Analysis

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Publication: Journal of Engineering Mechanics
Volume 128, Issue 1

Abstract

This paper presents a simplified approximate analysis of the overall collapse of the towers of World Trade Center in New York on September 11, 2001. The analysis shows that if prolonged heating caused the majority of columns of a single floor to lose their load carrying capacity, the whole tower was doomed.

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References

American Media Specials. (2001). September, Boca Raton, Fla.
Bažant, Z. P., and Cedolin, L. (1991). Stability of structures: Elastic, inelastic, fracture and damage theories, Oxford University Press, New York.
Bažant, Z. P., and Kaplan, M. F. (1996). Concrete at high temperatures, Longman—Addison-Wesley, London.
Bažant, Z. P., and Planas, J. (1998). Fracture and size effect of concrete and other quasibrittle materials, CRC Press, Boca Raton, Fla.
Jirásek, M., and Bažant, Z. P. (2002). Inelastic analysis of structures, Wiley, New York.
Levy, M., and Salvadori, M. (1992). Why buildings fall down, W. W. Norton, New York.
“Massive assault doomed towers.” (2001). Eng. News-Rec., 247(12), 10–13.

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Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 1January 2002
Pages: 2 - 6

History

Received: Sep 19, 2001
Accepted: Oct 8, 2001
Published online: Jan 1, 2002
Published in print: Jan 2002

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Authors

Affiliations

Zdeněk P. Bažant, F.ASCE
Walter P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., Evanston, IL 60208.
Yong Zhou
Graduate Research Assistant, Northwestern Univ., Evanston, IL 60208.

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