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43 2 Schematic view of one of the deformation modes of the deck for the considered part of the bridge ,
43 4 GVW of all vehicles recorded by BWIM system, p.44 ,
45 8 Wind speeds at different levels based on different recorded data for Millau viaduct ,
, Histogram of the wind speeds at different levels for the period, 2016.
46 11 Representation of the POT approach ,
47 14 Threshold choice (b) depending on confidence intervals and the probability of exceedance, Steps to be taken in POT approach ,
49 16 Part of the bridge considered for the 2D computational model (left), scheme of the pile with its pylon P2 (middle), 2D computational model (right) ,