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contributor authorValkisfran Lira de Brito
contributor authorRoberto Leal Pimentel
date accessioned2017-05-08T21:37:10Z
date available2017-05-08T21:37:10Z
date copyrightJune 2009
date issued2009
identifier other%28asce%29cf%2E1943-5509%2E0000009.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57607
description abstractA significant number of accidents has occurred with demountable grandstands in the past as well as recently. The performance of such structures is the subject of this paper. First, structural details and some structural systems of actual grandstands are presented and discussed. Next, specifics of the design, erection, and inspection process are detailed. Finally, a survey of cases of collapse of demountable grandstands is presented and discussed. Ninety three cases of collapse were found between the years 1889 and 2008, in which more than 85 people died and 6,350 were injured. From these, 35 cases in which information about the causes of collapse were available were selected. An analysis of the causes showed that unexpected or excessive loads were the major contributing cause, followed by problems with the supports, connections, and bracing. Possible measures that could be adopted aimed at minimizing the risk of accidents with these structures are discussed.
publisherAmerican Society of Civil Engineers
titleCases of Collapse of Demountable Grandstands
typeJournal Paper
journal volume23
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000006
treeJournal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 003
contenttypeFulltext


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