Research Article
Seismic Response Reduction of Structures Equipped with a Voided Biaxial Slab-Based Tuned Rolling Mass Damper
Figure 7
Cumulative energy time history for TRoMaDaS-damped MDOF structure. Structure subjected to scaled El Centro (shown in (a) with peak acceleration = 0.513 m/s2) and Kobe (shown in (b) with peak acceleration = 0.513 m/s2) acceleration; TRoMaDaS oscillators with a mass ratio of 5% are distributed equally on every floor.
| (a) |
| (b) |