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

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Title: Location and Evaluation of Maximum Dynamic Effects on a Simply Supported Beam due to a Quarter-Car Model
Authors: Cantero, DanielGonzález, Arturo
Permanent link: http://hdl.handle.net/10197/6190
Date: Dec-2008
Online since: 2014-11-24T13:35:45Z
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.
metadata.dc.description.othersponsorship: ARCHES 6th Framework European project
Type of material: Conference Publication
Copyright (published version): 2008 the authors
Keywords: Dynamic amplification FfactorBridgeVehicle-bridge interactionCritical section
Other versions: http://www.bcri.ie/
Language: en
Status of Item: Peer reviewed
Conference Details: Bridge and Infrastructure Research In Ireland (BRI 2008), Galway, Ireland, December, 2008
Appears in Collections:Civil Engineering Research Collection

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