Characteristic Dynamic Increment for Extreme Traffic Loading Events on Short and Medium Span Highway Bridges

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Title: Characteristic Dynamic Increment for Extreme Traffic Loading Events on Short and Medium Span Highway Bridges
Authors: O'Brien, Eugene J.Cantero, DanielEnright, BernardGonzález, Arturo
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Date: Dec-2010
Online since: 2013-01-16T16:31:28Z
Abstract: More accurate assessment of safety can prevent unnecessary repair or replacement of existing bridges which in turn can result in great cost savings at network level. The allowance for dynamics is a significant component of traffic loading in many bridges and is often unnecessarily conservative. Critical traffic loading scenarios are considered in this paper with a model that allows for vehicle–bridge interaction and takes into account the road surface condition. Characteristic dynamic allowance values are presented for the assessment of mid-span bending moment in a wide range of short to medium span bridges for bidirectional traffic.
Type of material: Journal Article
Publisher: Elsevier
Journal: Engineering Structures
Volume: 32
Issue: 12
Start page: 3287
End page: 3835
Copyright (published version): 2010 Elsevier
Keywords: BridgeDynamicsStochasticProbabilisticAssessment Dynamic RatioADRVehicleInteractionVBICharacteristicDynamicAmplification
DOI: 10.1016/j.engstruct.2010.08.018
Language: en
Status of Item: Peer reviewed
Appears in Collections:Civil Engineering Research Collection

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