Research Article
Finite Element Model Updating in Bridge Structures Using Kriging Model and Latin Hypercube Sampling Method
Table 5
The MAC values of each model updating method.
| Mode shape | FE model | Kriging model | GA |
| Arch rib 1st order symmetrical lateral bending | 0.9673 | 0.9678 | 0.9579 | Girder 1st order antisymmetrical bending | 0.9931 | 0.9932 | 0.9932 | Arch rib 1st order antisymmetrical vertical bending | 0.8185 | 0.8173 | 0.8193 | Girder 1st order antisymmetrical vertical bending | 0.9931 | 0.9932 | 0.9932 | Arch rib 1st order torsional | 0.9796 | 0.9791 | 0.9791 |
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