High-Speed Train-Track-Bridge Dynamic Interaction considering Wheel-Rail Contact Nonlinearity due to Wheel Hollow Wear

Figure 26

Peak values of bridge accelerations: (a) vertical acceleration of midspan; (b) lateral acceleration of midspan; (c) vertical acceleration of left-side span; (d) lateral acceleration of left-side span; (e) vertical acceleration of right-side span; (f) lateral acceleration of right-side span.

(a)

(b)

(c)

(d)

(e)

(f)