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    Engineering Process Failure—Hyatt Walkway Collapse

    Source: Journal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 002
    Author:
    Piotr D. Moncarz
    ,
    Robert K. Taylor
    DOI: 10.1061/(ASCE)0887-3828(2000)14:2(46)
    Publisher: American Society of Civil Engineers
    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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      Engineering Process Failure—Hyatt Walkway Collapse

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44208
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    contributor authorPiotr D. Moncarz
    contributor authorRobert K. Taylor
    date accessioned2017-05-08T21:14:54Z
    date available2017-05-08T21:14:54Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%290887-3828%282000%2914%3A2%2846%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44208
    description abstractWas 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.
    publisherAmerican Society of Civil Engineers
    titleEngineering Process Failure—Hyatt Walkway Collapse
    typeJournal Paper
    journal volume14
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2000)14:2(46)
    treeJournal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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