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This document presents a common framework for the robust design of tuned mass dampers (TMD) to mitigate pedestrian-induced vibrations in slender footbridges. It proposes a motion-based design method that combines reliability multi-objective optimization and decision-making sub-problems, allowing for the design of active, semi-active, and passive TMD techniques under uncertainty conditions. The effectiveness of this framework is validated through a numerical case study involving a steel footbridge, demonstra
- Author
- ramyabinu81
- Language
- EN