TECHNICAL PAPERS
Apr 15, 2004

Lessons Learned on Improving Resistance of Buildings to Terrorist Attacks

Publication: Journal of Performance of Constructed Facilities
Volume 18, Issue 2

Abstract

This paper presents some findings of the FEMA and SEI/ASCE sponsored studies of structural performance of New York’s World Trade Center (WTC) following the attacks of September 11, 2001, and the Murrah Building following the April 19, 1995, Oklahoma City bombing. The WTC collapses were caused not by aircraft impact alone but by the combination of impact and the resulting fire that weakened structural members and connections. On the other hand, the Murrah Building collapsed as a direct result of the blast. Although these studies call for further research in a number of areas, this report summarizes some of the lessons learned.

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References

American Concrete Institute (ACI). (1971). “Building code requirements for structural concrete.” ACI 318-91, ACI Committee 318, Detroit.
British Standards Institution (BSI). (1972). “The structural use of concrete, CP110. Part I—Design materials and workmanship.” London.
Federal Emergency Management Agency (FEMA). (1994). National Earthquake Hazards Reduction Program Recommended Provisions for Seismic Regulations for New Buildings, “Part 1: Provisions,” Building Seismic Safety Council, Washington, D.C.
Federal Emergency Management Agency (FEMA). (1996). “The Oklahoma City bombing: Improving building performance through multihazard mitigation,” Building Performance Assessment Team, Rep. 277, Washington, D.C.
Corley, W. G., Smith, R. G., and Colarusso, L. J. (2001). “Structural integrity and the Oklahoma City Bombing.” Conc. Constr., 46(12), 29–30.
Corley, W. G. (2002). “World Trade Center building performance study: Data collection, preliminary observations, and recommendations.” Federal Emergency Management Agency Mitigation Directorate, FEMA-403, Washington, D.C.
Norville, H. S., Harvill, N., Conrath, E. J., Shariat, S., and Mallonee, S. (1999). “Glass-related injuries in Oklahoma City bombing.” J. Perf. Constr. Facil., 13(2), 50–56.
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Sozen, M. A., Thornton, C. H., Mlakar, P. F., and Corley, W. G.(1998). “The Oklahoma City Bombing: Structure and Mechanisms of the Murrah Building.” J. Perform. Constr. Facil., 12(3), 120–136.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 18Issue 2May 2004
Pages: 68 - 78

History

Received: Jul 22, 2003
Accepted: Aug 18, 2003
Published online: Apr 15, 2004
Published in print: May 2004

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Authors

Affiliations

W. Gene Corley, P.E., F.ASCE
Senior Vice President, Construction Technology Laboratories, Inc., 5400 Old Orchard Rd., Skokie, IL 60077; Leader, FEMA and SEI/ASCE Building Performance Study Team for the World Trade Center.

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