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

<div>Construction procedures for a hollow-ribbed floor. (a) Locate prefabricated hollow box-like modules between the reinforcement grids. (b) Cast reinforced concrete beams between the box-like hollow modules.</div>

Shock and Vibration

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Figure 1

Figure 1: Seismic Response Reduction of Structures Equipped with a Voided Biaxial Slab-Based Tuned Rolling Mass Damper 