Simplifed site-Specific traffic load models for bridge assessment

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Title: Simplifed site-Specific traffic load models for bridge assessment
Authors: Getachew, Abraham
O'Brien, Eugene J.
Permanent link: http://hdl.handle.net/10197/2320
Date: Dec-2007
Abstract: Traffic load is identified as one of the greatest sources of uncertainty in the assessment of bridges. In recent years, simulation techniques, using measured traffic data, have been used to predict the characteristic traffic load effects on bridges. However, the techniques are complex, sensitive to the assumptions adopted and require specialist statistical expertise. This work presents a simplified site-specific traffic load model that generates comparable load effects to the corresponding results from a full simulation. While the simplified model is still sensitive to the underlying assumptions, these can be carefully reviewed prior to the method being approved. Further, the simplified method can be employed by practicing engineers for bridge assessment.
Funding Details: European Research Council
Type of material: Journal Article
Publisher: Taylor & Francis
Copyright (published version): 2007 Taylor & Francis
Keywords: BridgeSimplified modelAssessmentSite-specificWeigh-in-motionMonte Carlo simulation
Subject LCSH: Bridges--Live loads--Computer simulation
Monte Carlo method
DOI: 10.1080/15732470500424245
Language: en
Status of Item: Peer reviewed
Appears in Collections:Critical Infrastructure Group Research Collection
Civil Engineering Research Collection

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