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This study develops an approach to establish drift limits associated with different damage levels in structural systems for performance-based design, focusing on reinforced concrete moment resisting frames and walls. It identifies significant variations in drift limits between ductile and nonductile systems and emphasizes the need for comprehensive drift definitions to improve safety and economic efficiency in seismic design. The research utilizes analytical and experimental data to correlate drift with dam

Author

angelomarinilli

Language

EN