SPECIAL SECTION: LEGACY OF THE KANSAS CITY HYATT TRAGEDY: A 20-YEAR RETROSPECT INSIGHT AND REVIEW
May 1, 2000

Engineering Process Failure—Hyatt Walkway Collapse

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Publication: Journal of Performance of Constructed Facilities
Volume 14, Issue 2

Abstract

Was the collapse of the Hyatt hotel atrium walkway a senseless tragedy or a steppingstone in the betterment of the engineering and scientific endeavor? The collapse claimed 114 lives, leading to a great public and professional outcry and having a dramatic impact on the careers and lives of many fine professionals. The architecture and engineering (A&E) community in the United States began a soul-searching debate on issues as diverse as how project workflow is managed to professional responsibility and ethics. Fundamental errors were identified in the project interaction within the A&E group as well as the construction industry. This review provides a presentation of the demand-capacity ratio within elements primary to the failure and presents results of detailed inelastic analysis of the box girder-to-hanger rod connection. The collapse occurred simply because of the doubling of the load on the connection resulting from an ill-considered change of an ill-defined structural detail. How this error was produced, and how any minor additional effort might have substantially improved the connection capacity, is addressed herein.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 14Issue 2May 2000
Pages: 46 - 50

History

Received: Jan 6, 2000
Published online: May 1, 2000
Published in print: May 2000

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P.E., Fellow, ASCE
P.E.
Corporate Vice Pres. and Prin. Engr., Exponent Failure Analysis Assoc., 149 Commonwealth Dr., Menlo Park, CA 94025. E-mail: [email protected]
Pres., Des. Res. Engrg., Novi, MI 48375. E-mail: [email protected]

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