Following the EQ1.3 g excitation, the PZT sensors recorded higher RMSD values that showed an increasing trend continuing through the subsequent EQ1.3 g and final EQ0.2 g excitations, especially in column 3.
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Assessment of Seismic Performance and Structural Health Monitoring of a Retrofitted Reinforced Concrete Structure with Polyurethane-Based Interventions and Vertical Greenery Systems.
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