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  5. Statistical computation for extreme bridge traffic load effects
 
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Statistical computation for extreme bridge traffic load effects

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FileDescriptionSizeFormat
Download c80.pdf185.95 KB
Author(s)
Caprani, Colin C. 
O'Brien, Eugene J. 
Uri
http://hdl.handle.net/10197/4142
Date Issued
12 September 2006
Date Available
26T15:05:33Z February 2013
Abstract
The maintenance of highway infrastructure constitutes a major expenditure in many countries. This cost can be reduced significantly by minimizing the repair or replacement of highway bridges. In the assessment of existing bridges, the strength estimate tends to be more accurate than that of traffic loading, due to the more variable nature of loading. Recent advances in the statistical analysis of highway bridge traffic loading have resulted in more accurate forecasts of the actual loading to which a bridge is subject. While these advances require extensive numerical computation, they can significantly improve the accuracy of the calculation. This paper outlines the recent advances and describes the associated computational aspects in detail
Type of Material
Conference Publication
Publisher
Civil-Comp
Copyright (Published Version)
2006, Civil-Comp Ltd.
Keywords
  • Bridge

  • Statistics

  • Loading

  • Simulation

  • Predictive likelihood...

  • Traffic

Web versions
http://www.ctresources.info/ccp/download/ccp.5237.pdf
Language
English
Status of Item
Not peer reviewed
Part of
B.H.V. Topping, G. Montero and R. Montenegro (eds.). Proceedings of the Eighth International Conference on Computational Structures Technology
Description
Eighth International Conference on Computational Structures Technology, Las Palmas de Gran Canaria, Spain, from 12 to 15 September 2006
ISBN
9781905088065
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
Owning collection
Civil Engineering Research Collection
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