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Reliability index is found using first order reliability method (FORM).
The significant target reliability index is then calculated by averaging the highest one third of the reliability index.
The session covers the concept of a target reliability index for evaluating the load carrying capacity of existing bridges.
A probabilistic constraint is imposed, limiting the minimum reliability index of each girder design.
It is impractical to have two expressions depending on the reliability index β.
Numerous simulation and sampling methods can be used to estimate reliability index or failure probability.
The second objective function is a reliability index, i.e. the expected energy not-supplied (EENS).
The Hasofer-Lind reliability index HLβ can reach negative values during the design procedures.
Corresponding load factors based on the optimum reliability index are compared.
The structural reliability is measured in terms of the reliability index.
The safety of each line is assessed through a structural reliability index.
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