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||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||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||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Critical Infrastructure Group Research Collection|
Civil Engineering Research Collection
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