Assessment of Design and Retrofitting Solutions on the Progressive Collapse of Hongqi Bridge

Figure 18

Collapse response of Hongqi Bridge in the case of one hinge in the first span: (a) t = 0.00 s, (b) t = 0.10 s, (c) t = 0.90 s, (d) t = 1.46 s, and (e) t = 8.00 s.

(a)

(b)

(c)

(d)

(e)