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

<table>  Mechanism 3: nonlinear FE analysis for the out-of-plane collapse of the façade considering the contribution of lateral and nave walls. Points A and B correspond with the location, where maximum and minimum displacements are measured, respectively. </table>

Advances in Civil Engineering

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Figure 16

Figure 16: Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis 