Innovative Data Fusion Enabled Structural Health Monitoring Approach

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="369540.fig.007a" src="https://static-preview.hindawi.com/articles/mpe/volume-2014/369540/figures/369540.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Cracks at region A</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="369540.fig.007b" src="https://static-preview.hindawi.com/articles/mpe/volume-2014/369540/figures/369540.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Cracks at region B</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="369540.fig.007c" src="https://static-preview.hindawi.com/articles/mpe/volume-2014/369540/figures/369540.fig.007c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Cracks at region C</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="369540.fig.007d" src="https://static-preview.hindawi.com/articles/mpe/volume-2014/369540/figures/369540.fig.007d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>Cracks at region D</td></tr></table></td></tr><tr class="fig-image" id="e"><td><img alt="369540.fig.007e" src="https://static-preview.hindawi.com/articles/mpe/volume-2014/369540/figures/369540.fig.007e.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(e) </b>Cracks at region E</td></tr></table></td></tr><tr class="fig-image" id="f"><td><img alt="369540.fig.007f" src="https://static-preview.hindawi.com/articles/mpe/volume-2014/369540/figures/369540.fig.007f.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(f) </b>Cracks at region F</td></tr></table></td></tr></table>

<table>Damage status of concrete frame after failure.</table>

Mathematical Problems in Engineering

fig7

Figure 7

Figure 7: Innovative Data Fusion Enabled Structural Health Monitoring Approach 