Moving Load Spectrum for Analyzing the Extreme Response of Bridge Free Vibration

Table 3

Speeds corresponding to the extreme points of |F_b1 (κ)|.

Local maximum point	κ	V (m/s)
1	4.34	65.65
2	9.42	30.25
3	12.15	23.44
4	15.70	18.15
5	18.66	15.27