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.002a" src="https://static.hindawi.com/articles/sv/volume-2014/872492/figures/872492.fig.002a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Longitudinal section of the bridge</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="872492.fig.002b" src="https://static.hindawi.com/articles/sv/volume-2014/872492/figures/872492.fig.002b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Schematic cross section of the box girder with location of the tendons</td></tr></table></td></tr></table>

<table>The Champangshiehl Bridge.</table>

Shock and Vibration

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Figure 2

Figure 2: Use of Time- and Frequency-Domain Approaches for Damage Detection in Civil Engineering Structures 