Seismic Failure Pattern Prediction in a Historical Masonry Minaret under Different Earthquakes

<div>The first four mode shapes profile and plan views and frequency values from the initial finite element model. (a) Mode 1: freq. = 0.849 (cycles/time); (b) Mode 2: freq. = 0.851 (cycles/time); (c) Mode 3: freq. = 4.339 (cycles/time); (d) Mode 4: freq. = 4.364 (cycles/time).</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Seismic Failure Pattern Prediction in a Historical Masonry Minaret under Different Earthquakes 