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Seismic Performance of a Single-Story Timber-Framed Masonry Structure Strengthened with Fiber-Reinforced Cement Mortar.

Materials (Basel) · 2024 · PMC11313514 · PMID 39124308

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an increasing trendno p-value reported
It can be seen from Figure 11 that the damping ratio of the model showed an increasing trend.

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a decreasing trendno p-value reported
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 .

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