Research Article
Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement
Table 9
Identification result for Case
.
| | −0.009 | 1.782 | −0.167 | 11.901 | −5.116 | 0.624 | −1.133 | 0.017 | 9.433 | 0.047 | 0.006 | −1.273 | 0.072 | −9.179 | 0.033 | 14.317 | −2.164 | 0.550 | −6.598 | −0.166 | −12.100 | −0.092 | 0.314 | −11.406 | 0.550 | −0.024 | 0.383 | −0.242 | 0.151 | 29.586 | 0.084 | −0.044 | 0.046 | 0.969 | −19.618 | −1.002 |
| | −1.757 | −0.263 | −0.904 | −2.484 | −0.461 | −0.290 |
| | 1.847 | −0.284 | 0.761 | −1.881 | 1.447 | −3.827 |
| | 0 | | | | | |
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