chapter  131
2 Pages

Uncertainties in probabilistic modeling of the load carrying capacity of bridges

WithA. Stenlund, L. Elfgren & E. Rosell

ABSTRACT: Uncertainties in probabilistic modeling of bridges are exemplified with the bending moment capacity of the edge beam of a concrete bridge deck. First Order Reliability Method (FORM), Failure Mode Effect Analysis (FMEA) and Event Tree Analysis (ETA) are used.