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Oct 1, 2008

What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?

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Publication: Journal of Engineering Mechanics
Volume 134, Issue 10

Abstract

Previous analysis of progressive collapse showed that gravity alone suffices to explain the overall collapse of the World Trade Center Towers. However, it remains to be determined whether the recent allegations of controlled demolition have any scientific merit. The present analysis proves that they do not. The video record available for the first few seconds of collapse is shown to agree with the motion history calculated from the differential equation of progressive collapse but, despite uncertain values of some parameters, it is totally out of range of the free fall hypothesis, on which these allegations rest. It is shown that the observed size range (0.010.1mm) of the dust particles of pulverized concrete is consistent with the theory of comminution caused by impact, and that less than 10% of the total gravitational energy, converted to kinetic energy, sufficed to produce this dust (whereas, more than 150t of TNT per tower would have to be installed, into many small holes drilled into concrete, to produce the same pulverization). The air ejected from the building by gravitational collapse must have attained, near the ground, the speed of almost 500 miles per hour (or 223ms , or 803kmh ) on average, and fluctuations must have reached the speed of sound. This explains the loud booms and wide spreading of pulverized concrete and other fragments, and shows that the lower margin of the dust cloud could not have coincided with the crushing front. The resisting upward forces due to pulverization and to ejection of air, dust, and solid fragments, neglected in previous studies, are indeed found to be negligible during the first few seconds of collapse but not insignificant near the end of crush-down. The calculated crush-down duration is found to match a logical interpretation of seismic record, while the free fall duration grossly disagrees with this record.

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Acknowledgments

Partial financial support for the energetic theory of progressive collapse was obtained from the U.S. Department of Transportation through Grant No. UNSPECIFIED0740-357-A210 of the Infrastructure Technology Institute of Northwestern University. Richard M. Lueptow, professor at Northwestern University, and Pierre-Normand Houle of Montreal, are thanked for useful comments.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 134Issue 10October 2008
Pages: 892 - 906

History

Received: Jan 3, 2008
Accepted: Feb 22, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008

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Notes

Note. Associate Editor: George Z. Voyiadjis

Authors

Affiliations

Zdeněk P. Bažant, Hon.M.ASCE [email protected]
McCormick Institute Professor and W. P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., 2145 Sheridan Rd., CEE/A135, Evanston, IL 60208 (corresponding author). E-mail: [email protected]
Jia-Liang Le
Graduate Research Assistant, Northwestern Univ., 2145 Sheridan Rd., CEE, Evanston, IL 60208.
Frank R. Greening
Engineering Consultant, 12 Uplands Ave., Hamilton, Ontario, Canada L8S 3X7.
David B. Benson
Professor Emeritus, School of Electrical Engineering and Computer Science, Washington State Univ., Pullman, WA 99164.

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