Research Article
Seismic Response Reduction of Structures Equipped with a Voided Biaxial Slab-Based Tuned Rolling Mass Damper
Figure 12
Comparison of the standard deviation (st. d.) of the response displacements between the uncontrolled structure, calculated by a Monte Carlo simulation (solid line), and the controlled structure, calculated by a Monte Carlo simulation (dashed line), and a statistical linearization method (dash-dot line).