Location and Evaluation of Maximum Dynamic Effects on a Simply Supported Beam due to a Quarter-Car Model

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dc.contributor.author Cantero, Daniel
dc.contributor.author González, Arturo
dc.date.accessioned 2014-11-24T13:35:45Z
dc.date.available 2014-11-24T13:35:45Z
dc.date.copyright 2008 the authors en
dc.date.issued 2008-12
dc.identifier.uri http://hdl.handle.net/10197/6190
dc.description Bridge and Infrastructure Research In Ireland (BRI 2008), Galway, Ireland, December, 2008 en
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 may be located relatively far apart from the mid-span location and differ considerably from the maximum mid-span moment. This paper uses a quarter-car vehicle model travelling over an Euler-Bernoulli beam to analyse this phenomena. The vehicle parameters are varied using Monte-Carlo simulations. The influence of road profile roughness and bridge length on the magnitude of the differences between mid-span and the worst possible section are also investigated. en
dc.language.iso en en
dc.subject Dynamic amplification Ffactor en
dc.subject Bridge en
dc.subject Vehicle-bridge interaction en
dc.subject Critical section en
dc.title Location and Evaluation of Maximum Dynamic Effects on a Simply Supported Beam due to a Quarter-Car Model en
dc.type Conference Publication en
dc.internal.authorcontactother arturo.gonzalez@ucd.ie
dc.internal.availability Full text available en
dc.internal.webversions http://www.bcri.ie/
dc.status Peer reviewed en
dc.neeo.contributor Cantero|Daniel|aut|
dc.neeo.contributor González|Arturo|aut|
dc.description.othersponsorship ARCHES 6th Framework European project en
dc.internal.rmsid 57261668
dc.date.updated 2014-11-04T13:23:42Z

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