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

<table>Dynamic amplification factors of the midspan bending moment for a bridge structure with A-shaped tower as a function of the normalized speed parameter: effect of the failure mechanism and moving load schematization.</table>

Mathematical Problems in Engineering

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Figure 7

Figure 7: Dynamic Analysis of Cable-Stayed Bridges Affected by Accidental Failure Mechanisms under Moving Loads 