A probabilistic approach to analysis of ice loads for the Confederation Bridge
The main focus of the paper is the framework for analysing ice loads on the Confederation Bridge across the Northumberland Strait, using probabilistic methods. Safety targets were given as a beta factor of 4.0 for a 100-year lifetime, amounting to a probability of failure of about 3 × 10 -7 per year...
| Published in: | Canadian Journal of Civil Engineering |
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| Main Authors: | , , |
| Format: | Article in Journal/Newspaper |
| Language: | English |
| Published: |
Canadian Science Publishing
2001
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| Subjects: | |
| Online Access: | http://dx.doi.org/10.1139/l01-015 http://www.nrcresearchpress.com/doi/pdf/10.1139/l01-015 |
| Summary: | The main focus of the paper is the framework for analysing ice loads on the Confederation Bridge across the Northumberland Strait, using probabilistic methods. Safety targets were given as a beta factor of 4.0 for a 100-year lifetime, amounting to a probability of failure of about 3 × 10 -7 per year. The ice regime comprises rafted and ridged ice, and peak loads are expected during March and April of each year. A simulation method was developed, in which loads are calculated corresponding to individual interactions associated with ridges in the ice floes that traverse the strait. The floes are driven by environmental driving forces, and the highest loads occur when these exceed the ridge failure loads. The load results from failure of the consolidated layer and rubble keel. Methods for the analysis of this are described. The determination of extreme loads depends on the number of interactions per year. Difficulties in modelling are described, together with techniques for analysis, such as updating of probability distributions given an interaction. Many of these techniques were derived from work related to the Beaufort Sea oil exploration. The results reflect a best-estimate approach to those parameters for which information was sketchy, or unavailable. They are therefore conditional on those estimates, but as the results are largely insensitive to these, the potential for error is minimal. There are a number of parameters (e.g., friction coefficient) that do have a significant effect and for which all those involved in the effort would have wished better definition. This sensitivity is reflected in the two sets of results presented in the paper.Key words: ice, forces, probabilistic, safety, bridges, modelling. |
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