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International symposium on stochastic hydraulics 2005, 23 and 24 May 2005, Nijmegen, The Netherlands [Boek]
Vrijling, J.K. \ 2005
The objectives of this symposium were to provide a forum for exchange of the latest developments in the application of stochastic analysis to river hydraulics, sediment transport, catchment hydraulics, groundwater, waves and coastal processes, hydrau ...
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Ontwikkeling standaardaanpak watersysteemtoetsing Waterschap Rivierenland \ H twee O : tijdschrift voor watervoorziening en afvalwaterbehandeling [Artikel]
Graaf, J. de \ Ketelaar, H. \ Ruigrok, T. \ Spijker, M. \ 2012
Voor een succesvolle watersysteemtoetsing is een gedegen aanpak noodzakelijk. Zo zijn de keuze voor het modelinstrumentarium en de te hanteren rekenmethodiek allesbepalend voor de wateropgave. De waterbeheerder wordt geconfronteerd met complexe vrage ...
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Gamma processes for time-dependent reliability of structures \ Advances in safety and reliability, proceedings of ESREL 2005 - European safety and reliability conference 2005, Tri City (Gdynia-Sopot-Gdansk), Poland, 27-30 June 2005 [Hoofdstuk uit boek]
Noortwijk, J.M. van \ Kallen, M.J. \ Pandey, M.D. \ 2005
In structural engineering, a distinction can be made between a structure’s resistance and its stress. A failure may then be defined as the event in which—due to deterioration—the resistance drops below the stress. This paper proposes a method to comb ...
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Gamma processes and peaks-over-threshold distributions for time-dependent reliability \ Reliability engineering & system safety [Artikel]
Noortwijk, J.M. van \ Weide, J.A.M. van der \ Kallen, M.J. \ Pandey, M.D. \ 2007
In the evaluation of structural reliability, a failure is defined as the event in which stress exceeds a resistance that is liable to deterioration. This paper presents a method to combine the two stochastic processes of deteriorating resistance and ...
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Stochastic deterioration \ Encyclopedia of statistics in quality and reliability [Hoofdstuk uit boek]
Noortwijk, J.M. van \ Kallen, M.-J. \ 2007
To ensure that a system or structure performs its required functions (including safety), maintenance should be performed on a regular basis. To optimize maintenance, information about the time to failure and/or the deteriorating condition is needed. ...
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Discounted cost model for condition-based maintenance optimization \ Reliability engineering & system safety [Artikel]
Weide, J.A.M. van der \ Pandey, M.D. \ Noortwijk, J.M. van \ 2010
This paper presents methods to evaluate the reliability and optimize the maintenance of engineering systems that are damaged by shocks or transients arriving randomly in time and overall degradation is modeled as a cumulative stochastic point process ...
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Maintenance optimization \ Encyclopedia of statistics in quality and reliability [Hoofdstuk uit boek]
Mazzuchi, T.A. \ Noortwijk, J.M. van \ Kallen, M.-J. \ 2007
Maintenance optimization is the problem of determining cost-optimal maintenance decisions for a system or structure to ensure a safe and economic operation. An important concept in maintenance optimization is that of life-cycle costing, where the tot ...
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Sampling inspection for the evaluation of time-dependent reliability of deteriorating systems under imperfect defect detection \ Reliability engineering & system safety [Artikel]
Kuniewski, S.P. \ Weide, J.A.M. van der \ Noortwijk, J.M. van \ 2009
The paper presents a sampling-inspection strategy for the evaluation of time-dependent reliability of deteriorating systems, where the deterioration is assumed to initiate at random times and at random locations. After initiation, defects are weakeni ...
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Sampling inspection for the evaluation of time-dependent reliability of deteriorating structures \ Risk, reliability and societal safety, Proceedings of ESREL 2007 - European Safety and Reliability Conference 2007, Stavanger, Norway, 25-27 June 2007 [Hoofdstuk uit boek]
Kuniewski, S.P. \ Noortwijk, J.M. van \ 2007
The paper presents a sampling-inspection strategy for the evaluation of time-dependent reliability of deteriorating structures,where the deterioration is assumed to initiate at random times and at random locations. After initiation, defects are weake ...
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