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

Table 2

Maximum values of story drift for the uncontrolled response of the building subjected to the NSAE.

Story	hi (m)	Limit of (m)	for URS (m)
1	3.0	0.0075	0.0116
2	3.0	0.0075	0.0110
3	3.0	0.0075	0.0102
4	3.0	0.0075	0.0093
5	3.0	0.0075	0.0084
6	3.0	0.0075	0.0072
7	3.0	0.0075	0.0059
8	3.0	0.0075	0.0046
9	3.0	0.0075	0.0032
10	3.0	0.0075	0.0017