Finite Element Modelling Tuned on Experimental Testing for the Structural Health Assessment of an Ancient Masonry Arch Bridge

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="495019.fig.0014a" src="https://static.hindawi.com/articles/mpe/volume-2012/495019/figures/495019.fig.0014a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Phase 4  </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="495019.fig.0014b" src="https://static.hindawi.com/articles/mpe/volume-2012/495019/figures/495019.fig.0014b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Phase 3</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="495019.fig.0014c" src="https://static.hindawi.com/articles/mpe/volume-2012/495019/figures/495019.fig.0014c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Phase 12</td></tr></table></td></tr></table>

<table>Comparison of the computed and measured vertical deflections at the LVDT locations.</table>

Mathematical Problems in Engineering

fig14

Figure 14

Figure 14: Finite Element Modelling Tuned on Experimental Testing for the Structural Health Assessment of an Ancient Masonry Arch Bridge 