Research Article
Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization
Table 3
Estimated damping ratios.
| Estimate in % with | Estimate in % with | Estimate in % with |
| = 1.006 | = 1.005 | = 1.005 | = 1.011 | = 1.010 | = 1.009 | = 1.084 | = 1.065 | = 1.089 | = 1.786 | = 1.781 | = 1.777 | = 1.827 | = 1.815 | = 1.804 | = 2.437 | = 2.410 | = 2.399 | = 2.589 | = 2.580 | = 2.572 | = 2.671 | = 2.653 | = 2.640 | = 3.251 | = 3.243 | = 3.234 | = 3.344 | = 3.325 | = 3.311 | = 3.641 | = 3.618 | = 3.594 | = 3.728 | = 3.712 | = 3.702 | = 3.785 | = 3.761 | = 3.738 | = 4.649 | = 4.609 | = 4.565 | = 5.211 | = 5.167 | = 5.110 |
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