Earthquake-Induced Domino-Type Progressive Collapse in Regular, Semiregular, and Irregular Bridges

Figure 10

Comparison of the displacement response of bridge b213 piers with nonlinear deck using AEM in the current study, and Lau and Wibowo [3] research: (a) short, (b) medium, and (c) tall pier.

(a)

(b)

(c)