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contributor authorMark Loizeaux
contributor authorAndrew E. Osborn
date accessioned2017-05-08T21:15:17Z
date available2017-05-08T21:15:17Z
date copyrightNovember 2006
date issued2006
identifier other%28asce%290887-3828%282006%2920%3A4%28391%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44465
description abstractWhen designing a building intended to be resistant to progressive collapse, it is instructive to consider this problem from the point of view of an implosion contractor who regularly demolishes buildings through explosives-induced progressive failure. All buildings want to fall down, but are prevented from doing so through their structural columns, walls and transfer girders. Innumerable ergs of potential energy are just waiting to be released. The implosion contractor creates a progressive collapse by releasing this energy through the sequential explosive removal of key structural supports, allowing gravity to do the remaining work, simultaneously using the minimum amount of explosives, creating the maximum amount of fragmentation, and minimizing the potential fly of debris. In this paper, we will explore several building structural systems and how their implosion has historically been achieved, comparing the amount of effort required in each system to affect an implosion as related to the susceptibility of that type of building to progressive collapse and identifying those types that lend themselves to it. The building structural systems described represent actual case studies. By comparison of different systems from the implosion contractor’s perspective, the design engineer will gain unique knowledge about systems that are inherently resistant to progressive collapse.
publisherAmerican Society of Civil Engineers
titleProgressive Collapse—An Implosion Contractor’s Stock in Trade
typeJournal Paper
journal volume20
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2006)20:4(391)
treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 004
contenttypeFulltext


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