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

Figure 6

Bridge model in AEM: (a) hole model of bridge, (b) deck meshing overview, (c) deck section, (d) deck reinforcing, (e) pier section and its meshing details, (f) elastic plate to better load distribution on pier, (g) pin element, (h) longitudinal reinforcement, (i) transverse reinforcement, and (j) stirrups details.