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

<table>Mechanism 2: comparison between nonlinear FE analysis and limit analysis for the out-of-plane collapse of the façade considering the contribution of peripheral lateral walls.</table>

Advances in Civil Engineering

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Figure 13

Figure 13: Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis 