Abstract
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This paper contains work on the development of simplified expressions for the impact factor suitable for culverts. The response parameter of interest is the maximum roof slab deflection at mid span. First, a complete three-dimensional model is presented and checked against measurements on a 3x3m frame box culvert. | |
International
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Si |
Congress
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First International Conference on Railway Technology: Research, Development and Maintenance |
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960 |
Place
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Las Palmas de Gran Canaria |
Reviewers
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Si |
ISBN/ISSN
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ISSN 1759-3433 |
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DOI:10.4203/ccp.98.10 |
Start Date
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18/04/2012 |
End Date
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20/04/2012 |
From page
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1 |
To page
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12 |
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Proceedings of the First International Conference on Railway Technology: Research, Development and Maintenance, Civil-Comp Press. Paper 10. |