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    Structural Design for Fire in Tall Buildings

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    Author:
    Colin Gurley
    DOI: 10.1061/(ASCE)1084-0680(2008)13:2(93)
    Publisher: American Society of Civil Engineers
    Abstract: This paper follows a companion paper “Progressive Collapse and Earthquake Resistance” (Gurley 2008) dealing with structural design against progressive collapse caused by accidental explosion, terrorist attack, or earthquake. The present paper focuses on those findings/recommendations/implications of the NIST 2005
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      Structural Design for Fire in Tall Buildings

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    https://yetl.yabesh.ir/yetl1/handle/yetl/49289
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    contributor authorColin Gurley
    date accessioned2017-05-08T21:23:00Z
    date available2017-05-08T21:23:00Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%291084-0680%282008%2913%3A2%2893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49289
    description abstractThis paper follows a companion paper “Progressive Collapse and Earthquake Resistance” (Gurley 2008) dealing with structural design against progressive collapse caused by accidental explosion, terrorist attack, or earthquake. The present paper focuses on those findings/recommendations/implications of the NIST 2005
    publisherAmerican Society of Civil Engineers
    titleStructural Design for Fire in Tall Buildings
    typeJournal Paper
    journal volume13
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2008)13:2(93)
    treePractice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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