Wind Induced Vibration Control and Energy Harvesting of Electromagnetic Resonant Shunt Tuned Mass-Damper-Inerter for Building Structures

<div>Schematic of the optimal frequency responses under different inertance ratio: (a) the deformation of the primary structure and (b) the relative deformation of the ERS-TMDI.</div>

Shock and Vibration

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Figure 5

Figure 5: Wind Induced Vibration Control and Energy Harvesting of Electromagnetic Resonant Shunt Tuned Mass-Damper-Inerter for Building Structures 