Construction of Stiffness and Flexibility for Substructure-Based Model Updating

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="706798.fig.005a" src="https://static-preview.hindawi.com/articles/mpe/volume-2013/706798/figures/706798.fig.005a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Landscape view</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="706798.fig.005b" src="https://static-preview.hindawi.com/articles/mpe/volume-2013/706798/figures/706798.fig.005b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Global model</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="706798.fig.005c" src="https://static-preview.hindawi.com/articles/mpe/volume-2013/706798/figures/706798.fig.005c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Divided substructures</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="706798.fig.005d" src="https://static-preview.hindawi.com/articles/mpe/volume-2013/706798/figures/706798.fig.005d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>Concerned substructure</td></tr></table></td></tr></table>

<table>Canton Tower and the FE model.</table>

Mathematical Problems in Engineering

fig5

Figure 5

Figure 5: Construction of Stiffness and Flexibility for Substructure-Based Model Updating 