RISK-BASED LIFE CYCLE MIM STRATEGY FOR COASTAL STRUCTURES - EFFECT OF PRE-EXISTING DAMAGES ON FAILURE PROBABILITY -
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Keywords

sea dikes
estuary dikes
weak spots
initial damages
failure probability
fault tree analysis

How to Cite

Horstmann, N., Hinze, K., Schimmels, S., & Oumeraci, H. (2012). RISK-BASED LIFE CYCLE MIM STRATEGY FOR COASTAL STRUCTURES - EFFECT OF PRE-EXISTING DAMAGES ON FAILURE PROBABILITY -. Coastal Engineering Proceedings, 1(33), structures.57. https://doi.org/10.9753/icce.v33.structures.57

Abstract

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.
https://doi.org/10.9753/icce.v33.structures.57
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