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

<div>Schematics of the damping system: (a) primary structure without additional damping; (b) TMD damping system; (c) symmetric PTMD damping system; and (d) APTMD damping system.</div>

Mathematical Problems in Engineering

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Figure 1

Figure 1: Seismic Vibration Mitigation of a Cable-Stayed Bridge with Asymmetric Pounding Tuned Mass Damper 