Use of Time- and Frequency-Domain Approaches for Damage Detection in Civil Engineering Structures

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="872492.fig.006a" src="https://static.hindawi.com/articles/sv/volume-2014/872492/figures/872492.fig.006a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Cross section of the panels</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="872492.fig.006b" src="https://static.hindawi.com/articles/sv/volume-2014/872492/figures/872492.fig.006b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Schema of loading and location of cracks (point C)</td></tr></table></td></tr></table>

<table>Panel structure and experiment schema.</table>

Shock and Vibration

fig6

Figure 6

Figure 6: Use of Time- and Frequency-Domain Approaches for Damage Detection in Civil Engineering Structures 