Vibration Analysis and Models of Adjacent Structures Controlled by Magnetorheological Dampers

Table 6

Structure A and B FE model seismic eigenvectors.

Mode	1	2	3	4
Location	direction
a1	−0.44	−0.33	−0.21	−0.02
a2	−0.85	−0.29	0.10	0.03
a3	−1.08	0.02	0.14	−0.04
a4	−1.25	0.35	−0.12	0.02
a5	−1.25	0.35	−0.12	0.02
a7	0.77	0.23
a8	1.17	−0.16