Reliability-based optimal next inspection time of prestressed concrete bridges including the effect of corrosion deterioration
As the traffic demands grow constantly, and some vehicle bridges deteriorate due to corrosion,bridge agencies require non expensive procedures to support decisions on cost-effective maintenanceschedules. In this paper a reliability-based formulation is proposed for the prediction of the next inspec-...
保存先:
| 出版年: | Revista Técnica de la Facultad de Ingeniería, Universidad del Zulia |
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| 主要な著者: | , , |
| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Universidad del Zulia
2013
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| 主題: | |
| オンライン･アクセス: | https://www.redalyc.org/articulo.oa?id=605767219003 |
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