Vibration Control Performance Analysis and Shake-Table Test of a Pounding Tuned Rotary Mass Damper under the Earthquake

Table 6

Dynamic responses of the main structure under Cape Mendocino excitation.

Cases	Max. displ. ampl. (mm)	Displ. RMS (mm)	Max. acc. ampl. (m/s^2)	Acc. RMS (m/s^2)
Uncontrolled	13.52	6.44	3.49	1.25
Controlled	10.41	2.95	2.94	0.53
Redn. ratio (%)	23.00	54.19	15.76	57.60