Research Article
Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization
Table 7
Estimated natural frequencies obtained using estimates
,
,
, and
.
| and | and | (rad/s) | (%) | (%) | (rad/s) | (%) | (%) |
| = 10.750 | = 12.115 | = 0.991 | = 10.780 | = 12.430 | = 1.094 | = 11.156 | = 11.885 | = 0.991 | = 11.119 | = 11.506 | = 1.121 | = 14.515 | = 0.264 | = 1.028 | = 15.127 | = 4.491 | = 1.455 | = 31.774 | = 6.577 | = 1.601 | = 31.672 | = 6.232 | = 2.913 | = 32.352 | = 5.125 | = 1.623 | = 32.261 | = 4.829 | = 2.966 | = 44.641 | = 3.014 | = 2.130 | = 44.574 | = 2.858 | = 4.072 | = 48.381 | = 4.693 | = 2.288 | = 48.233 | = 4.371 | = 4.402 | = 49.699 | = 2.646 | = 2.345 | = 49.481 | = 2.195 | = 4.515 | = 61.761 | = 1.284 | = 2.866 | = 61.441 | = 0.759 | = 5.595 | = 63.223 | = 0.322 | = 2.929 | = 62.942 | = 0.124 | = 5.731 | = 68.954 | = 0.591 | = 3.180 | = 68.538 | = 0.016 | = 6.237 | = 71.051 | = 1.325 | = 3.272 | = 70.637 | = 1.900 | = 6.427 | = 71.826 | = 0.682 | = 3.306 | = 71.460 | = 1.188 | = 6.502 | = 88.363 | = 2.133 | = 4.035 | = 87.506 | = 3.082 | = 7.954 | = 99.118 | = 9.959 | = 4.512 | = 98.185 | = 10.807 | = 8.922 | | = 22.445 | | | = 23.091 | |
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