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Risk-based life cycle mim strategy for coastal structures - Effect of pre-existing damages on failure probability
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.
Risk-based life cycle mim strategy for coastal structures - Effect of pre-existing damages on failure probability
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.
Risk-based life cycle mim strategy for coastal structures - Effect of pre-existing damages on failure probability
Horstmann, Nannina (Autor:in) / Hinze, Kerstin (Autor:in) / Schimmels, Stefan (Autor:in) / Oumeraci, Hocine (Autor:in) / Technische Informationsbibliothek (TIB) (Gastgebende Institution)
2012
Sonstige
Elektronische Ressource
Englisch
Initial damage , Life cycle , Risk-based , Konferenzschrift , Quay walls , Underwater foundations , Coastal engineering , Weak spots , ITS applications , Inspection and maintenance , Failure Probability , Fault tree analysis , Levees , Life-cycle engineering and managements , Initial damages , Sea and estuary dikes , Coastal structures
DDC:
500
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