Maximum dynamic stress on bridges traversed by moving loads

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dc.contributor.author Cantero, Daniel
dc.contributor.author González, Arturo
dc.contributor.author O'Brien, Eugene J.
dc.date.accessioned 2010-11-15T14:50:16Z
dc.date.available 2010-11-15T14:50:16Z
dc.date.copyright 2010 Thomas Telford Publishing Ltd en
dc.date.issued 2009-06
dc.identifier.citation Proceedings of the ICE - Bridge Engineering en
dc.identifier.issn 1478-4637
dc.identifier.uri http://hdl.handle.net/10197/2553
dc.description.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. en
dc.description.sponsorship Other funder en
dc.description.uri Journal website en
dc.description.uri www.bridgesjournal.com en
dc.format.extent 1211046 bytes
dc.format.mimetype application/pdf
dc.language.iso en en
dc.publisher Institution of Civil Engineers/Thomas Telford Publishing en
dc.relation.requires Architecture, Landscape & Civil Engineering Research Collection en
dc.relation.requires Critical Infrastructure Group Research Collection en
dc.subject Bridge en
dc.subject Dynamic en
dc.subject Stress analysis en
dc.subject.lcsh Bridges--Live loads en
dc.title Maximum dynamic stress on bridges traversed by moving loads en
dc.type Journal Article en
dc.internal.availability Full text available en
dc.internal.webversions Publisher's version en
dc.internal.webversions http://dx.doi.org/10.1680/BREN.2009.162.2.75 en
dc.status Peer reviewed en
dc.identifier.volume 162 en
dc.identifier.issue BE2 en
dc.identifier.startpage 75 en
dc.identifier.endpage 85 en
dc.identifier.doi 10.1680/bren.2009.162.2.75
dc.neeo.contributor Cantero|Daniel|aut| en
dc.neeo.contributor González|Arturo|aut| en
dc.neeo.contributor O'Brien|Eugene J.|aut| en
dc.description.othersponsorship European 6th Framework Programme ARCHES (Assessment and Rehabilitation of Central European Highway Structures) en
dc.description.admin Publisher requires the journal URL to appear on the record: www.bridgesjournal.com. Could use Description web link: Journal website as in http://hdl.handle.net/10197/2437? - AV 1/11/2010 au ke SB. 15/11/'10 en


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