Maximum dynamic stress on bridges traversed by moving loads
|Title:||Maximum dynamic stress on bridges traversed by moving loads||Authors:||Cantero, Daniel
O'Brien, Eugene J.
|Permanent link:||http://hdl.handle.net/10197/2553||Date:||Jun-2009||Online since:||2010-11-15T14:50:16Z||Abstract:||Most current research on dynamic effects due to traffic load on simply supported bridges focuses on the mid-span section of the bridge, since this location corresponds to the worst static bending moment. However, the maximum total moment allowing for dynamics, may differ considerably from the maximum moment at mid-span. This paper shows how the maximum can occur in a section relatively far from mid-span with a significant difference in magnitude.||Funding Details:||Other funder||Type of material:||Journal Article||Publisher:||Institution of Civil Engineers/Thomas Telford Publishing||Journal:||Proceedings of the ICE - Bridge Engineering||Volume:||162||Issue:||BE2||Start page:||75||End page:||85||Copyright (published version):||2010 Thomas Telford Publishing Ltd||Keywords:||Bridge; Dynamic; Stress analysis||Subject LCSH:||Bridges--Live loads||DOI:||10.1680/bren.2009.162.2.75||Other versions:||http://dx.doi.org/10.1680/BREN.2009.162.2.75||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Critical Infrastructure Group Research Collection|
Civil Engineering Research Collection
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