Research Article
Parameter and State Estimation of Shear Buildings Using Spline Interpolation and Linear Integral Filters
Table 6
Parameter estimates corresponding to the distributions
, , , and
of two, three, four, and five floors.
| Nominal value | Unit | Estimate | Error % | Estimates
| Error % | Estimates
| Error % | Estimates
| Error % |
| | 1/s2 | 1648.0 | 3.53 | 1629.0 | 4.64 | 1644.8 | 3.72 | 2940.5 | 72.13 | | 1/s2 | 1134.4 | 0.86 | 1105.5 | 3.39 | 1121.8 | 1.96 | 1608.1 | 40.53 | | 1/s2 | 1319.1 | 1.63 | 1262.9 | 5.82 | 1462.1 | 9.04 | 1104.4 | 17.64 | | 1/s2 | 1337.7 | 0.24 | 1343.2 | 0.17 | 1504.3 | 12.19 | 1230.3 | 8.25 | | 1/s2 | 1257.5 | 6.22 | 1526.8 | 13.87 | 1276.5 | 4.80 | 1150.7 | 14.19 | | 1/s2 | 1307.8 | 2.47 | 1598.7 | 19.23 | 1466.1 | 9.33 | 1100.6 | 17.92 | | 1/s2 | 1441.3 | 7.49 | 1336.6 | 0.32 | 1668.9 | 24.46 | 1392.7 | 3.86 | | 1/s2 | 1456.6 | 8.63 | 1299.1 | 3.11 | 1344.9 | 0.30 | 924.4 | 31.06 | | 1/s2 | 1346.1 | 0.38 | 1317.7 | 1.73 | 1065.0 | 20.57 | 1144.0 | 14.68 | | rad/s | 10.90 | 1.51 | 10.86 | 1.88 | 10.81 | 2.32 | 11.36 | 2.66 | | rad/s | 31.64 | 0.49 | 31.87 | 0.25 | 31.66 | 0.42 | 31.07 | 2.27 | | rad/s | 48.46 | 0.81 | 49.15 | 0.59 | 47.51 | 2.76 | 48.21 | 1.33 | | rad/s | 62.13 | 0.81 | 60.80 | 1.35 | 62.77 | 1.85 | 62.32 | 1.13 | | rad/s | 70.14 | 0 | 71.93 | 2.55 | 72.37 | 3.18 | 72.75 | 3.72 | | % | 1 | 0 | 1 | 0 | 1 | 0 | 0.99 | 1 | | % | 1 | 0 | 1 | 0 | 1 | 0 | 0.99 | 1 | | % | 1.3 | 0.76 | 1.31 | 0 | 1.28 | 2.29 | 1.3 | 0.76 | | % | 1.58 | 0.64 | 1.55 | 1.27 | 1.6 | 1.91 | 1.59 | 1.27 | | % | 1.75 | 0 | 1.79 | 2.29 | 1.8 | 2.86 | 1.81 | 3.43 | | Kg | 10.78 | 0 | 10.78 | 0 | 10.78 | 0 | 10.78 | 0 | | Kg | 9.27 | 0.77 | 9.44 | 2.57 | 8.27 | 10.09 | 15.70 | 70.62 | | Kg | 9.86 | 7.20 | 8.30 | 9.77 | 9.75 | 5.95 | 16.78 | 82.43 | | Kg | 8.95 | 2.73 | 9.93 | 7.93 | 8.56 | 6.92 | 13.26 | 44.16 | | Kg | 9.68 | 5.26 | 9.79 | 6.42 | 10.81 | 17.53 | 10.72 | 16.48 | | N/m | 17766 | 3.53 | 17560 | 4.64 | 17731 | 3.72 | 31699 | 72.14 | | N/m | 12229 | 0.87 | 11917 | 3.39 | 12093 | 1.97 | 17335 | 40.53 | | N/m | 12402 | 0.87 | 12675 | 2.75 | 12443 | 0.87 | 19312 | 56.55 | | N/m | 12898 | 4.56 | 13272 | 7.57 | 14291 | 15.85 | 18471 | 49.73 | | N/m | 13035 | 5.66 | 12900 | 4.57 | 11516 | 6.65 | 12260 | 0.62 |
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