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    Progressive Collapse of the World Trade Center: Simple Analysis

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 002
    Author:
    K. A. Seffen
    DOI: 10.1061/(ASCE)0733-9399(2008)134:2(125)
    Publisher: American Society of Civil Engineers
    Abstract: The collapse behavior of the World Trade Center towers is considered formally as a propagating instability phenomenon. The application of associated concepts enables the residual capacities of both towers after the onset of collapse to be formally estimated. This information is combined into a simplified variable-mass collapse model of the overall dynamical behavior. The resulting, nonlinear governing equation of motion can be solved in closed form, to yield compact information about the overall collapse conditions.
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      Progressive Collapse of the World Trade Center: Simple Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86522
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    contributor authorK. A. Seffen
    date accessioned2017-05-08T22:41:19Z
    date available2017-05-08T22:41:19Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9399%282008%29134%3A2%28125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86522
    description abstractThe collapse behavior of the World Trade Center towers is considered formally as a propagating instability phenomenon. The application of associated concepts enables the residual capacities of both towers after the onset of collapse to be formally estimated. This information is combined into a simplified variable-mass collapse model of the overall dynamical behavior. The resulting, nonlinear governing equation of motion can be solved in closed form, to yield compact information about the overall collapse conditions.
    publisherAmerican Society of Civil Engineers
    titleProgressive Collapse of the World Trade Center: Simple Analysis
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2008)134:2(125)
    treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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