It can be seen from Figure 11 that the damping ratio of the model showed an increasing trend.
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Seismic Performance of a Single-Story Timber-Framed Masonry Structure Strengthened with Fiber-Reinforced Cement Mortar.
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Therefore, with the increase in the input seismic action, the acceleration amplification factor shows a decreasing trend as a whole, as shown in Figure 16 , Figure 17 and Figure 18 .