A New Methodology for Optimal Design of Hybrid Vibration Control Systems (MR + TMD) for Buildings under Seismic Excitation

Table 1

Parameters of the MBW model for the MR damper of 20 tons (adapted from [41]).

Current independent parameters	(m^−1)	(m^−1)	(m^−1)	(N/m)	(N/m)	(m)
	2679	647.46	647.46	137810	617.31	0.18	10
Current dependent parameters