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This study evaluates the seismic performance of circular concrete columns retrofitted with iron-based shape memory alloys (Fe-SMA) under cyclic loading, comparing them to non-retrofitted and carbon fiber-reinforced polymer (CFRP) retrofitted columns. The results show a significant improvement of up to 175% in seismic performance for the Fe-SMA retrofitted columns, attributed to the active constraints provided by the SMA, which were monitored using ultrasonic pulse velocity tests. The findings suggest that F

Author

Mohamed Mamdouh Zakaria

Language

EN