Research Article
Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement
Table 11
Identification result for Case
.
| | −0.053 | −5.670 | −0.088 | 0.031 | −0.068 | −0.021 | 5.670 | −0.052 | −0.074 | 0.036 | −0.079 | −0.018 | 0.088 | −0.074 | −0.370 | 23.167 | −5.694 | −0.093 | 0.031 | −0.036 | −23.167 | −0.064 | 0.148 | 0.637 | −0.068 | 0.079 | 5.694 | 0.148 | −0.345 | −18.250 | 0.021 | −0.018 | −0.093 | −0.637 | 18.250 | −0.024 |
| | −1.816 | 1.777 | 1.380 | 0.570 | −1.251 | 0.326 |
| | 1.816 | 1.777 | 1.380 | −0.570 | 1.251 | 0.326 |
| | 0 | | | | | |
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