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This study investigates the performance of ultra-high-performance concrete (UHPC)-strengthened reinforced concrete (RC) columns under eccentric compression, revealing significant improvements in cracking load, peak load, and ductility compared to standard RC columns. The research also presents a formula for calculating the compressive bearing capacity of these columns, which aligns well with experimental results, providing a theoretical foundation for future designs. The findings emphasize the potential of

Author

Jaff_Chen

Language

EN