Seismic Vibration Mitigation of a Cable-Stayed Bridge with Asymmetric Pounding Tuned Mass Damper

<div>Comparison of dynamic responses computed by the simplified model and FE model: (a) displacement under El Centro earthquake and (b) displacement under Kobe earthquake.</div>

Mathematical Problems in Engineering

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Figure 8

Figure 8: Seismic Vibration Mitigation of a Cable-Stayed Bridge with Asymmetric Pounding Tuned Mass Damper 