- document
-
Burcharth, H.F. (author)In general a safety factor or a conventional partial coefficient is used for the design of structures at sea. These methods are classified as Level I (deterministic) methods. However, such approaches do not allow the determination of the reliability (or the failure probability) of the design, and consequently it is neither possible to optimize,...report 1992
- document
- Vrijling, J.K. (author), Van Gelder, P.H.A.J.M. (author) lecture notes 2002
- document
-
Jonkman, S.N. (author), Schweckendiek, T. (author)This paper presents and overview of advances in flood risk and levee reliability analysis in the Netherlands. It is described how new safety standards – in the form of a target failure probability – have been derived on the basis of nationwide flood risk assessments which taken into account both economic risk and risk to life. The process for...conference paper 2015
- document
-
Jonkman, S.N. (author), Schweckendiek, T. (author)This paper presents and overview of advances in flood risk and levee reliability analysis in the Netherlands. It is described how new safety standards – in the form of a target failure probability – have been derived on the basis of nationwide flood risk assessments which taken into account both economic risk and risk to life. The process for...conference paper 2015