Optimal Location of Multiple Tuned Mass Dampers in Regular and Irregular Tall Steel Buildings Plan

Table 5

Design parameters of mass damper in regular and irregular 10-story models.

Model		(kg)	(ton/m)	(ton/sec)	(ton/sec)
Regular 10-story	0.03	22779	496.65	212.3	22.07
L-shaped 10-story	0.03	16297	311.93	142.59	14.83
U-shaped 10-story	0.03	17531	227.2	126.22	13.12