TECHNICAL PAPERS
Feb 1, 2001

Another Look at Hartford Civic Center Coliseum Collapse

Publication: Journal of Performance of Constructed Facilities
Volume 15, Issue 1

Abstract

Only a few hours after five thousand basketball fans had left, the roof of the Hartford Civic Center Coliseum collapsed under a heavy snowfall. Fortunately, the arena was empty. The design of the space frame roof had been based on an innovative and extensive computer analysis. However, when deflections twice as great as those predicted by the computer analysis were observed during construction, the warning was ignored. Overconfidence in computer analysis results played a large part in this failure. A useful lesson from this case is that the computer is only an analytical tool and computed results must be checked by the designer with a careful eye. The long, unbraced lengths of compression members made them highly susceptible to buckling. This case serves as a lesson for engineering students and practicing engineers concerning the difficult technical, professional, procedural, and ethical issues that may arise during the design and construction of a complex, high-occupancy structure.

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Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 15Issue 1February 2001
Pages: 31 - 36

History

Received: Jan 31, 2000
Published online: Feb 1, 2001
Published in print: Feb 2001

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Authors

Affiliations

Member, ASCE
Student, Washington Univ. in St. Louis, Civ. Engrg. Dept., Campus Box 1130, One Brookings Dr., St. Louis, MO 63130.
Asst. Prof., Dept. of Civ. and Envir. Engrg., 1075 13th St. South, Ste. 120, The Univ. of Alabama at Birmingham, Birmingham, AL 35294-4440.

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