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Originalpublikation
Horstmann, N.; Hinze, K.; Schimmels, S.; Oumeraci, H.: Risk-based life cycle mim strategy for coastal structures - Effect of pre-existing damages on failure probability. In: Proceedings of the Coastal Engineering Conference (2012). DOI: https://doi.org/10.9753/icce.v33.structures.57
Version im Repositorium
Zum Zitieren der Version im Repositorium verwenden Sie bitte diesen DOI:
https://doi.org/10.15488/1867
| Zusammenfassung: | |
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A risk-based strategy for monitoring, inspection and maintenance (MIM) is described as a key component of an overall framework for life-cycle engineering and management. Its application for coastal structures is exemplarily outlined for sea/estuary dikes and harbor quay walls. The necessity of the incorporation of pre-existing damages into this strategy is exemplarily illustrated for quay walls, showing how this will affect the failure probability in comparison to a quay wall without any pre-existing damages.
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| Lizenzbestimmungen: | CC BY 3.0 US - https://creativecommons.org/licenses/by/3.0/us/ |
| Publikationstyp: | Article |
| Publikationsstatus: | publishedVersion |
| Erstveröffentlichung: | 2012 |
| Schlagwörter (englisch): | Fault tree analysis, Initial damages, Sea and estuary dikes, Weak spots, Coastal structures, Failure Probability, Initial damage, Inspection and maintenance, ITS applications, Life-cycle engineering and managements, Risk-based, Weak spots, Fault tree analysis, Levees, Life cycle, Quay walls, Underwater foundations, Coastal engineering |
| Fachliche Zuordnung (DDC): | 550 | Geowissenschaften |
| Kontrollierte Schlagwörter: | Konferenzschrift |
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