Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="517454.fig.003a" src="https://static.hindawi.com/articles/ace/volume-2013/517454/figures/517454.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Regular stone masonry: <i>opus quadratum </i></td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="517454.fig.003b" src="https://static.hindawi.com/articles/ace/volume-2013/517454/figures/517454.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Irregular stone masonry: <i>opus incertum </i></td></tr></table></td></tr></table>

<table>Madre Santa Maria del Borgo church, San Nicandro, Italy: church walls.</table>

Advances in Civil Engineering

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Figure 3

Figure 3: Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis 