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    Structural Response of Tall Buildings to Multiple Floor Fires

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author:
    Graeme Flint
    ,
    Asif Usmani
    ,
    Susan Lamont
    ,
    Barbara Lane
    ,
    Jose Torero
    DOI: 10.1061/(ASCE)0733-9445(2007)133:12(1719)
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on an investigation of the effects of fire on long span truss floor systems in a tall building environment. The effects of fire spread over multiple floors of a building are the focus of this research, especially where this may lead to progressive collapse. The results from an investigation of a two-dimensional model of a multistory office building analysis are presented. The model is representative of the type of construction used in the World Trade Center Towers 1 and 2. The local and global response of the model is described over the course of a concurrent fire on three floors reaching a peak compartment temperature of
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      Structural Response of Tall Buildings to Multiple Floor Fires

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    contributor authorGraeme Flint
    contributor authorAsif Usmani
    contributor authorSusan Lamont
    contributor authorBarbara Lane
    contributor authorJose Torero
    date accessioned2017-05-08T21:00:05Z
    date available2017-05-08T21:00:05Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A12%281719%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34952
    description abstractThis paper reports on an investigation of the effects of fire on long span truss floor systems in a tall building environment. The effects of fire spread over multiple floors of a building are the focus of this research, especially where this may lead to progressive collapse. The results from an investigation of a two-dimensional model of a multistory office building analysis are presented. The model is representative of the type of construction used in the World Trade Center Towers 1 and 2. The local and global response of the model is described over the course of a concurrent fire on three floors reaching a peak compartment temperature of
    publisherAmerican Society of Civil Engineers
    titleStructural Response of Tall Buildings to Multiple Floor Fires
    typeJournal Paper
    journal volume133
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:12(1719)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    contenttypeFulltext
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