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    The Total Collapse of the Twin Towers: What It Would Have Taken to Prevent It Once Collapse Was Initiated

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002::page 04021276
    Author:
    Nikolay Lalkovski
    ,
    Uwe Starossek
    DOI: 10.1061/(ASCE)ST.1943-541X.0003244
    Publisher: ASCE
    Abstract: It is generally taken as a given that there is no reasonable design concept that could have prevented the collapse of the Twin Towers, once it was initiated, from progressing all the way down to the ground. This view is rooted in the idea that the force generated during the inevitable impact between what may be called the intact upper section (IUS) and the intact lower section (ILS)—meaning the building sections above and below the initially lost columns, respectively—will exceed by at least one order of magnitude the capacity of the latter. On closer inspection, this turns out to be only partially correct—it is correct with regard to the topmost floor plate of the ILS but not with regard to the columns below this floor plate. This paper shows that if the ILS in the Twin Towers had been topped by a stronger-than-ordinary floor plate allowing the columns below to respond properly, rather than be bypassed, these columns—and with them the ILS—would likely have survived. The paper subsequently proposes a building design concept consisting in the insertion of strengthened floor plates in intervals of 10–20 stories.
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      The Total Collapse of the Twin Towers: What It Would Have Taken to Prevent It Once Collapse Was Initiated

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282380
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    contributor authorNikolay Lalkovski
    contributor authorUwe Starossek
    date accessioned2022-05-07T20:24:07Z
    date available2022-05-07T20:24:07Z
    date issued2021-11-30
    identifier other(ASCE)ST.1943-541X.0003244.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282380
    description abstractIt is generally taken as a given that there is no reasonable design concept that could have prevented the collapse of the Twin Towers, once it was initiated, from progressing all the way down to the ground. This view is rooted in the idea that the force generated during the inevitable impact between what may be called the intact upper section (IUS) and the intact lower section (ILS)—meaning the building sections above and below the initially lost columns, respectively—will exceed by at least one order of magnitude the capacity of the latter. On closer inspection, this turns out to be only partially correct—it is correct with regard to the topmost floor plate of the ILS but not with regard to the columns below this floor plate. This paper shows that if the ILS in the Twin Towers had been topped by a stronger-than-ordinary floor plate allowing the columns below to respond properly, rather than be bypassed, these columns—and with them the ILS—would likely have survived. The paper subsequently proposes a building design concept consisting in the insertion of strengthened floor plates in intervals of 10–20 stories.
    publisherASCE
    titleThe Total Collapse of the Twin Towers: What It Would Have Taken to Prevent It Once Collapse Was Initiated
    typeJournal Paper
    journal volume148
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003244
    journal fristpage04021276
    journal lastpage04021276-12
    page12
    treeJournal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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