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    Toughness of the Pentagon Structure

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003
    Author:
    Paul F. Mlakar
    ,
    Donald O. Dusenberry
    ,
    James R. Harris
    ,
    Gerald Haynes
    ,
    Long T. Phan
    ,
    Mete A. Sozen
    DOI: 10.1061/(ASCE)0887-3828(2005)19:3(206)
    Publisher: American Society of Civil Engineers
    Abstract: On September 11, 2001, the reinforced concrete structure of the Pentagon Building was able to resist, without collapse, the impact of a large commercial airliner despite the total loss of 26 columns and severe damage to 15 columns at the ground level. The ensuing fire and related fire-fighting activities led to the collapse of a portion of the building approximately one-half hour after the impact. In this paper, the reasons for the demonstrated toughness of the reinforced concrete structure are examined and attributed to use of spiral columns, effective splicing of reinforcing bars, strong girders, and short span lengths.
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      Toughness of the Pentagon Structure

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    contributor authorPaul F. Mlakar
    contributor authorDonald O. Dusenberry
    contributor authorJames R. Harris
    contributor authorGerald Haynes
    contributor authorLong T. Phan
    contributor authorMete A. Sozen
    date accessioned2017-05-08T21:15:08Z
    date available2017-05-08T21:15:08Z
    date copyrightAugust 2005
    date issued2005
    identifier other%28asce%290887-3828%282005%2919%3A3%28206%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44388
    description abstractOn September 11, 2001, the reinforced concrete structure of the Pentagon Building was able to resist, without collapse, the impact of a large commercial airliner despite the total loss of 26 columns and severe damage to 15 columns at the ground level. The ensuing fire and related fire-fighting activities led to the collapse of a portion of the building approximately one-half hour after the impact. In this paper, the reasons for the demonstrated toughness of the reinforced concrete structure are examined and attributed to use of spiral columns, effective splicing of reinforcing bars, strong girders, and short span lengths.
    publisherAmerican Society of Civil Engineers
    titleToughness of the Pentagon Structure
    typeJournal Paper
    journal volume19
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2005)19:3(206)
    treeJournal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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