Research Article

An Improved Finite Element Model Updating Method Based on the Singular Values of Frequency Response Functions

Table 2

Comparison of updating results of the plane truss model.

ParameterTest mean valueInitial mean valuePreupdating error (%)Updated mean valueUpdated error (%)

1.5001.95330.1871.4980.107
2.0002.39919.9301.9960.211
0.8001.06933.5880.7990.106
3.0002.7747.5372.9990.009