Research Article
Vibration Analysis and Models of Adjacent Structures Controlled by Magnetorheological Dampers
Table 7
Structure A stiffness matrix (⋅105) N/m.
| | 6.17 | −0.71 | 0.00 | −3.25 | 0.36 | 0.00 | 0.17 | 0.01 | 0.00 | 0.04 | −0.05 | 0.00 | | −0.71 | 174.38 | 0.00 | −1.10 | −94.81 | 0.00 | 0.53 | 5.81 | 0.00 | 1.66 | 8.84 | 0.00 | | 0.00 | 0.00 | 16.03 | 0.00 | 0.00 | −8.60 | 0.00 | 0.00 | 0.43 | 0.00 | 0.00 | 0.73 | | −3.25 | −1.10 | 0.00 | 7.67 | 1.12 | 0.00 | −4.77 | −0.40 | 0.00 | 0.26 | 0.00 | 0.00 | | 0.36 | −94.81 | 0.00 | 1.12 | 173.94 | 0.00 | −0.01 | −100.25 | 0.00 | −1.46 | 15.13 | 0.00 | | 0.00 | 0.00 | −8.60 | 0.00 | 0.00 | 16.33 | 0.00 | 0.00 | −9.38 | 0.00 | 0.00 | 1.22 | | 0.17 | 0.53 | 0.00 | −4.77 | −0.01 | 0.00 | 8.14 | −0.59 | 0.00 | −3.54 | 0.34 | 0.00 | | 0.01 | 5.81 | 0.00 | −0.40 | −100.25 | 0.00 | −0.59 | 172.42 | 0.00 | 0.96 | −79.37 | 0.00 | | 0.00 | 0.00 | 0.43 | 0.00 | 0.00 | −9.38 | 0.00 | 0.00 | 16.33 | 0.00 | 0.00 | −7.52 | | 0.04 | 1.66 | 0.00 | 0.26 | −1.46 | 0.00 | −3.54 | 0.96 | 0.00 | 3.22 | −0.31 | 0.00 | | −0.05 | 8.84 | 0.00 | 0.00 | 15.13 | 0.00 | 0.34 | −79.37 | 0.00 | −0.31 | 52.01 | 0.00 | | 0.00 | 0.00 | 0.73 | 0.00 | 0.00 | 1.22 | 0.00 | 0.00 | −7.52 | 0.00 | 0.00 | 5.29 |
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