Research Article
Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization
Table 5
Nominal and identified masses, stiffness, and natural frequencies.
| Nominal mass (kg) | Estimated mass (kg) | Nominal stiffness (kN/m) | Estimated stiffness (kN/m) | Nominal (rad/s) | Estimated (rad/s) |
| = 10.780 | = 10.780 | = 18.415 | = 18.240 | = 11.012 | = 10.948 | = 9.200 | = 9.250 | = 12.336 | = 12.959 | = 11.065 | = 11.372 | = 9.200 | = 9.550 | = 12.336 | = 12.688 | = 16.780 | = 14.696 | = 9.200 | = 9.200 | = 12.336 | = 13.193 | = 31.607 | = 31.937 | = 9.200 | = 9.370 | = 12.336 | = 12.845 | = 31.794 | = 32.834 | | | = 18.415 | = 19.144 | = 47.635 | = 45.563 | | | = 12.336 | = 13.539 | = 48.678 | = 48.677 | | | = 12.336 | = 13.719 | = 49.133 | = 50.344 | | | = 12.336 | = 13.908 | = 61.157 | = 62.049 | | | = 12.336 | = 13.420 | = 61.612 | = 63.904 | | | = 4.380 | = 4.299 | = 69.700 | = 69.844 | | | = 1.742 | = 1.751 | = 70.082 | = 71.580 | | | = 3.473 | = 3.444 | = 74.250 | = 72.729 | | | = 1.737 | = 1.680 | = 93.386 | = 89.871 | | | = 3.473 | = 2.833 | = 106.192 | = 100.990 | | | = 1.737 | = 1.484 | | | | | = 3.473 | = 4.048 | | | | | = 1.737 | = 1.892 | | | | | = 1.737 | = 1.815 | | |
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