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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Damage state</td><td class="align_center">Specific damage situation</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">S<sub>0</sub></td><td class="align_center">No damage</td></tr><tr><td class="align_left">S<sub>1</sub></td><td class="align_center">Elasticity modulus of the lower rod elements is damaged by 20%</td></tr><tr><td class="align_left">S<sub>2</sub></td><td class="align_center">Elasticity modulus of the lower rod elements is damaged by 20%; elasticity modulus of the middle rod elements is damaged by 30%; elasticity modulus of the upper rod elements is damaged by 25%</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 3

Table 3: An Improved Finite Element Model Updating Method Based on the Singular Values of Frequency Response Functions 