Optimization of life-cycle maintenance of deteriorating bridges with respect to expected annual system failure rate and expected cumulative cost
Civil infrastructure systems are subjected to progressive deterioration resulting from multiple mechanical and environmental stressors. This deterioration process is developed under uncertainties related to load effects, structural resistance, and inspection outcomes, among others. In this context,...
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| Main Authors: | , , |
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| Format: | Default Article |
| Published: |
2014
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| Subjects: | |
| Online Access: | https://hdl.handle.net/2134/16760 |
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