Semi-Quantitative Assessment Framework for Corrosion Damaged Slab-on-Girder Bridge Columns Using Simplified Nonlinear Finite Element Analysis
Most of existing North American bridge infrastructure is reported to be deficient. Present infrastructure management mainly relies on qualitative evaluation, where bridge safety and serviceability are judged through routine visual inspection. With the successive increase in the number of severely de...
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| Language: | en |
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Université d'Ottawa / University of Ottawa
2014
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| Online Access: | http://hdl.handle.net/10393/31020 http://dx.doi.org/10.20381/ruor-3700 |