Dynamic Analysis of Cable-Stayed Bridges Affected by Accidental Failure Mechanisms under Moving Loads

<table>Time history of the dimensionless midspan bending moment and evaluation of the DAFs: comparisons between damaged and undamaged H-shaped bridge configurations.</table>

Mathematical Problems in Engineering

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Figure 20

Figure 20: Dynamic Analysis of Cable-Stayed Bridges Affected by Accidental Failure Mechanisms under Moving Loads 