Numerical Evaluation of Seismic Performance of RC Columns Strengthened with Stiff-Type Polyurea.

Materials (Basel) · 2025 · PMC12028632 · PMID 40333484

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showed a trendno p-value reported

As shown in the following Figure 10 , both rectangular cross-section specimens and circular cross-section specimens showed a trend of increasing load on the structure compared to the same displacement in the order of GFPU > PU > RC.

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