TECHNICAL PAPERS
Oct 1, 2004

Use of High-Efficiency Energy Absorbing Device to Arrest Progressive Collapse of Tall Building

Publication: Journal of Engineering Mechanics
Volume 130, Issue 10

Abstract

The World Trade Center collapse has brought attention to progressive collapse of tall buildings and the study of possible countermeasures. From the viewpoint of energy transfer, this analysis explains why the collapse could not stop by itself once began. By introducing a design parameter called collapse stability index that controls design against progressive collapse, it is found that conventional design of a tall building usually leads to an inherently unstable structure in the event of a progressive collapse. In a subsequent feasibility study in this paper, a heavy-duty metal-based honeycomb energy absorbing structure is proposed. Using a finite element analysis, it is demonstrated that the structure is capable of absorbing potential energy released in a tall building collapse. The added energy absorbing devices will only occupy a small percentage of the total floor space. By properly designing and installing such devices, a progressive collapse, should it happen in a tall building, may be arrested within a few floors, and hence, the building is inherently stable to the progressive collapse. The theory is also elaborated with the example of the World Trade Center collapse.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bazant, Z. P. (2003) “Shear buckling of sandwich, fiber composite and lattice columns, bearings, and helical springs: Paradox resolved.” J. Appl. Mech., 70, 75–83.
2.
Bazant, Z. P., and Zhou, Y. (2001). “Why did the World Trade Center collapse?—Simple analysis.” Arch. Appl. Mech., 71, 802–806.
3.
Bazant, Z. P., and Zhou, Y. (2002). “Why did the World Trade Center collapse?—Simple analysis.” J. Eng. Mech., 128(1), 2–6.
4.
Eagar, T. W., and Musso, C. (2001). “Why did the World Trade Center collapse? Science, engineering, and speculation.” JOM, 53(12), 8–11.
5.
Federal Emergency Management Agency (FEMA). ( 2002). “World Trade Center building performance study: Data collection, preliminary observations, and recommendations.” 〈http://www.fema.gov/library/wtcstudy.shtm〉 (April 6, 2003).
6.
Gibson, L.J., and Ashby, M.F. ( 1997). Cellular solids-Structure and properties, 2nd Ed., Cambridge University Press, Cambridge, U.K.
7.
Mayer, R. R., Chen, W., and Sachdev, A. ( 2002). “Crashworthiness performance of mass-efficient extruded structures.” IMECE2002-39077, ASME International Mechanical Engineering Congress & Exposition, New Orleans, La.
8.
Newland, D. E., and Cebon, D. (2002). “Could the World Trade Center have been modified to prevent its collapse?” J. Eng. Mech., 128(7), 795–800.
9.
Wierzbicki, T., and Abramowicz, W. (1983). “On the crushing mechanics of thin-walled structures.” J. Appl. Mech., 50, 727–734.
10.
Wierzbicki, T., and Teng, X. (2003). “How the airplane wing cut through the exterior columns of the World Trade Center.” Int. J. Impact Eng., 28, 601–625.
11.
Yu, T. X., and Zhou, Q. (2002). “Dynamic progressive collapse of the twin towers of the World Trade Center.” Mech. Eng., 24(2), 71–75 (in Chinese).
12.
Zhou, Q. ( 2001). “Applications of cellular materials and structures in vehicle crashworthiness and occupant protection.” Engineering plasticity and impact dynamics, L. Zhang, ed., World Scientific, Singapore, 97–115.
14.
Zhou, Q. ( 2002). “Mechanics of building progressive collapse and possible countermeasures.” Presentation to the Pending Federal Investigation of the World Trade Center Disaster, organized by The National Institute of Standards and Technology, June 24, 2002, New York City.
15.
Zhou, Q., and Mayer, R. (2002). “Characterization of aluminum honeycomb material failure in large deformation compression, shear, and tearing.” J. Eng. Mater. Technol., 124, 412–420.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 130Issue 10October 2004
Pages: 1177 - 1187

History

Published online: Oct 1, 2004
Published in print: Oct 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Qing Zhou
Professor, State Key Laboratory of Automotive Safety and Energy, Dept. of Automotive Engineering, Tsinghua Univ., Beijing, 100084, China. E-mail: [email protected]
T. X. Yu
Head and Professor, Dept. of Mechanical Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share