Research Article
Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement
Table 4
Identification result for Case
.
| | −0.419 | −13.065 | −6.055 | 0.116 | 6.495 | 0.912 | 13.518 | −0.117 | 6.929 | −3.925 | −1.708 | 5.179 | 6.102 | −6.950 | 0.006 | −6.676 | −11.496 | −6.165 | 0.112 | 3.821 | 6.675 | −0.011 | −11.120 | 1.737 | −5.325 | 1.080 | 11.420 | 10.806 | −0.814 | −11.596 | −0.548 | −5.383 | 6.149 | −1.845 | 11.078 | −0.073 |
| | 0.290 | −0.171 | 0.015 | −0.105 | −0.495 | −0.120 |
| | 21.014 | 11.004 | 5.744 | −1.878 | 14.048 | −22.794 |
| | 0 | | | | | |
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