Comparative Study on Dynamic Response of Deck Pavement of Two Kinds of Box Girder Bridges under Moving Loads

Figure 13

Comparison of longitudinal shear stress between layers of the bridge deck pavement of both models. (a) CWBG bridge. (b) CSWBG bridge. (c) 36 km/h. (d) 72 km/h. (e) 108 km/h.

(a)

(b)

(c)

(d)

(e)