Research Article
The Parameter Identification of Structure with TMD considering Seismic Soil-Structure Interaction
Figure 8
The convergence process of parameter identification under unknown excitation condition: (a) 2nd story stiffness; (b) 4th story stiffness; (c) rotational stiffness; (d) translational damping; (e) TMD frequency; (f) TMD damping ratio.
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| (b) |
| (c) |
| (d) |
| (e) |
| (f) |