Research Article
Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement
Table 13
Identification result for Case
.
| | −0.120 | 6.463 | 1.034 | −0.283 | 0.520 | −2.396 | −5.206 | −0.009 | 0.187 | 4.799 | −6.451 | 0.153 | −0.247 | 0.098 | 0.004 | 20.120 | −4.698 | 0.525 | 0.122 | −1.176 | −17.659 | −0.219 | 0.279 | −7.925 | −0.147 | 1.214 | 1.557 | −0.123 | −1.027 | 28.118 | −0.312 | −0.241 | −0.104 | 2.056 | −18.151 | 0.456 |
| | −4.176 | −1.719 | −0.243 | −1.806 | −0.676 | 0.449 |
| | 0.395 | −1.645 | −0.765 | 2.339 | −2.252 | 2.648 |
| | 0 | | | | | |
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