Optimization of Multiple Tuned Mass Dampers for Road Bridges Taking into Account Bridge-Vehicle Interaction, Random Pavement Roughness, and Uncertainties

<div>(a) Scenario 1: 1 TMD with the total TMD mass, (b) Scenario 2: 2 TMDs with half of the total mass each, and (c) Scenario 3: 3 TMDs with one-third of the total mass each.</div>

Shock and Vibration

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Figure 3

Figure 3: Optimization of Multiple Tuned Mass Dampers for Road Bridges Taking into Account Bridge-Vehicle Interaction, Random Pavement Roughness, and Uncertainties 

Figure 3 | Optimization of Multiple Tuned Mass Dampers for Road Bridges Taking into Account Bridge-Vehicle Interaction, Random Pavement Roughness, and Uncertainties 