Research Article
Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization
Table 2
Estimated natural frequencies.
| Natural frequency (rad/s) | Estimate with | Error (%) | Estimate with | Error (%) | Estimate with | Error (%) |
| = 9.588 | 10.948 | = 14.186 | 10.785 | = 12.485 | 10.752 | = 12.139 | = 9.971 | 11.372 | = 14.048 | 11.244 | = 12.763 | 11.153 | = 11.853 | = 14.476 | 14.696 | = 1.518 | 14.005 | = 3.2540 | 14.572 | = 0.659 | = 29.814 | 31.937 | = 7.120 | 31.831 | = 6.765 | 31.766 | = 6.548 | = 30.775 | 32.834 | = 6.690 | 32.560 | = 5.799 | 32.346 | = 5.103 | = 43.335 | 45.563 | = 5.141 | 45.015 | = 3.877 | 44.636 | = 3.003 | = 46.213 | 48.677 | = 5.332 | 48.498 | = 4.944 | 48.368 | = 4.664 | = 48.418 | 50.344 | = 3.978 | 49.978 | = 3.221 | 49.678 | = 2.603 | = 60.978 | 62.049 | = 1.756 | 61.882 | = 1.482 | 61.729 | = 1.231 | = 63.020 | 63.904 | = 1.402 | 63.524 | = 0.800 | 63.196 | = 0.280 | = 68.550 | 69.844 | = 1.889 | 69.389 | = 1.224 | 68.910 | = 0.5255 | = 72.005 | 71.580 | = 0.591 | 71.275 | = 1.014 | 71.015 | = 1.375 | = 72.319 | 72.729 | = 0.567 | 72.243 | = 0.106 | 71.791 | = 0.731 | = 90.289 | 89.871 | = 0.463 | 89.087 | = 1.332 | 88.279 | = 2.226 | = 110.081 | 100.990 | = 8.258 | 100.112 | = 9.056 | 99.030 | = 10.040 | | | = 25.392 | | = 23.405 | | = 22.468 |
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