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

<table>Nonlinear FE analysis: principal stresses with the locations of crack openings for the nave wall N1-N2. White and black colour corresponds to compression and tension areas, respectively.</table>

Advances in Civil Engineering

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Figure 14

Figure 14: Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis 