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AuthorAvci, Onur
AuthorBarsottelli, Matthew
Available date2020-10-15T10:38:43Z
Publication Date2017
Publication NameJournal of Performance of Constructed Facilities
ResourceScopus
URIhttp://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000929
URIhttp://hdl.handle.net/10576/16475
AbstractWhile the transportation system of the United States rapidly ages and expands, there is increasing demand for the demolition, replacement, modification, or rehabilitation of existing bridges; all of these actions require some degree of engineered deconstruction. In a 2013 report on American infrastructure a large number of bridges surveyed were reported to be structurally deficient or functionally obsolete, and many of the existing bridges have exceeded their 50-year design life. Although highway bridges have been deconstructed around the world for generations, there are few publications on the structural engineering aspects of the deconstruction process. This paper aims to shed light on the general nonexplosive deconstruction process by presenting aspects of a three-span continuous steel girder highway bridge example. General sequence, equipment, methods, economy, and engineering are discussed. The authors also focus on the role of structural engineers, as they can be a key factor in safe and economical deconstruction.
Languageen
PublisherAmerican Society of Civil Engineers (ASCE)
SubjectBridge
Deconstruction
Demolition
Girder
Highway
Nonexplosive
Steel
TitleNonexplosive Deconstruction of Steel Girder Highway Bridges
TypeArticle
Issue Number2
Volume Number31


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