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    Investigation of L'Ambiance Plaza Building Collapse

    Source: Journal of Performance of Constructed Facilities:;1992:;Volume ( 006 ):;issue: 004
    Author:
    Daniel A. Cuoco
    ,
    David B. Peraza
    ,
    Thomas Z. Scarangello
    DOI: 10.1061/(ASCE)0887-3828(1992)6:4(211)
    Publisher: American Society of Civil Engineers
    Abstract: The writers' firm, Thornton‐Tomasetti Engineers (T‐T), was retained by the city of Bridgeport within hours of the collapse of L'Ambiance Plaza to investigate its cause. As the city's consultant, T‐T had unrestricted access to project documentation, to witness statements, to the collapse site, and to the collapse debris. T‐T personnel were present around the clock at the collapse site during the rescue operation documenting and preserving perishable evidence. This paper is a summary of a detailed report. The paper includes background information, field observations, the results of laboratory tests and computational analyses, and findings concerning the most probable cause of the collapse. Recommendations for reducing the risk of a similar lift‐slab failure in the future are also provided. New physical evidence is presented that may affect the findings of previous investigations. The most probable cause of the collapse was found to be instability of the steel wedges at a particular column. This caused a loss of support to the slabs at that column, which triggered the progressive collapse. This mechanism has not been identified by previously published investigations.
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      Investigation of L'Ambiance Plaza Building Collapse

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    https://yetl.yabesh.ir/yetl1/handle/yetl/43988
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    contributor authorDaniel A. Cuoco
    contributor authorDavid B. Peraza
    contributor authorThomas Z. Scarangello
    date accessioned2017-05-08T21:14:30Z
    date available2017-05-08T21:14:30Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290887-3828%281992%296%3A4%28211%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43988
    description abstractThe writers' firm, Thornton‐Tomasetti Engineers (T‐T), was retained by the city of Bridgeport within hours of the collapse of L'Ambiance Plaza to investigate its cause. As the city's consultant, T‐T had unrestricted access to project documentation, to witness statements, to the collapse site, and to the collapse debris. T‐T personnel were present around the clock at the collapse site during the rescue operation documenting and preserving perishable evidence. This paper is a summary of a detailed report. The paper includes background information, field observations, the results of laboratory tests and computational analyses, and findings concerning the most probable cause of the collapse. Recommendations for reducing the risk of a similar lift‐slab failure in the future are also provided. New physical evidence is presented that may affect the findings of previous investigations. The most probable cause of the collapse was found to be instability of the steel wedges at a particular column. This caused a loss of support to the slabs at that column, which triggered the progressive collapse. This mechanism has not been identified by previously published investigations.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of L'Ambiance Plaza Building Collapse
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1992)6:4(211)
    treeJournal of Performance of Constructed Facilities:;1992:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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