Research Article
Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization
Table 4
Nominal and identified eccentricities and radii of gyration.
| Nominal eccentricities and radii of gyration (cm) | Identified eccentricities and radii of gyration (cm) |
| = 2.150 | = 1.970 | = 2.150 | = 1.240 | = 2.150 | = 3.400 | = 2.150 | = 2.620 | = 2.150 | = 2.050 | = 2.150 | = 3.140 | = 2.150 | = 3.920 | = 2.150 | = 3.270 | = 2.150 | = 2.550 | = 4.430 | = 10.660 | = 4.430 | = 3.790 | = 1.730 | = 6.360 | = 1.730 | = −0.260 | = 1.730 | = 0.720 | = 1.730 | = 0.970 | = 1.730 | = 1.970 | = 1.730 | = 2.820 | = 1.730 | = 1.670 | = 25.050 | = 25.690 | = 24.910 | = 26.310 | = 24.910 | = 23.380 | = 24.910 | = 27.760 | = 24.910 | = 26.750 |
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