Seismic Response Reduction of Structures Equipped with a Voided Biaxial Slab-Based Tuned Rolling Mass Damper

<div>Comparison between the interstorey drift ((a) first storey, (b) sixth storey) of structures with (solid line) and without (dashed line) TRoMaDaS. Structure subjected to scaled Kobe acceleration (peak acceleration = 0.513 m/s<sup>2</sup>); TRoMaDaS oscillators with a mass ratio of 5% are distributed equally on every floor.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Seismic Response Reduction of Structures Equipped with a Voided Biaxial Slab-Based Tuned Rolling Mass Damper 