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The second methodology uses system reliability methods.
Two reliability methods, namely the Monte Carlo simulation technique and the first-order reliability methods were used for this purpose.
Reliability methods are also applicable for tunnels during or after construction.
System reliability methods allow us to reveal an actual safety reserve in the structure.
One utilizes the first-order and second-order reliability methods together with a hazard combination technique.
The method is seen as a supplement to first order reliability methods for special cases.
The use of reliability methods contrasts with several contemporary approaches for risk analysis.
The paper surveys available system reliability methods as well as outlines for future work.
The fatigue strength was predicted with the testing results using reliability methods.
The classical first- and second order reliability methods as applied to complex systems are reviewed.
For reinforced concrete bridges subjected to environmental attack, time-variant reliability methods have to be used.
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