Modelling of Highway Bridge Traffic Loading: Some Recent Advances
|Title:||Modelling of Highway Bridge Traffic Loading: Some Recent Advances||Authors:||Enright, Bernard
Caprani, Colin C.
O'Brien, Eugene J.
|Permanent link:||http://hdl.handle.net/10197/4050||Date:||1-Aug-2011||Abstract:||The accurate estimation of site-specific lifetime extreme traffic load effects is an important element in the cost-effective assessment of bridges. In recent years, the improved quality and increasing use of weigh-in-motion technology has resulted in better quality and larger databases of vehicle weights. This has enabled measurements of the regular occurrence of extremely heavy vehicles, with weights in excess of 100 t. The collected measurements have been used as the basis for building and calibrating a Monte Carlo simulation model for bridge loading. The computer programs written to implement this model generate simulated traffic in two lanes – for both the same direction and the bidirectional cases – and calculate load effects for bridges of various spans. The research focuses on free-flowing traffic on short to medium-span bridges. This paper summarizes recent advances and their contribution to the highway bridge traffic loading problem.||Type of material:||Conference Publication||Publisher:||CRC Press||Copyright (published version):||2011, Taylor and Francis Group||Keywords:||Bridge loads;Monte Carlo simulation||Language:||en||Status of Item:||Not peer reviewed||Is part of:||Faber, M. et al. (eds.). Applications of Statistics and Probability in Civil Engineering||Conference Details:||11th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP11), Zürich, Switzerland, 1-4 August 2011|
|Appears in Collections:||Civil Engineering Research Collection|
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