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

<div>Displacement of the girder in the chord loss scenarios: (a) axial displacement-load response obtained from the finite element model; (b) vertical displacement-load response obtained from the finite element model.</div>

Advances in Civil Engineering

fig17

Figure 17

Figure 17: Alternative Load Path Analysis for Determining the Geometric Agreement of a Cable-Stayed Bridge with Steel Truss Girders 