Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders

Figure 18

Collapse patterns of the bridge in different chord loss scenarios: (a) loss of chords A8-A9; (b) loss of chords A29-A30; (c) loss of chords A44-A45; (d) loss of chords A59-A58.

(a)

(b)

(c)

(d)