Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration

By Chunxiang Li. 2000

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Optimization of multiple tuned mass dampers for vibration control of system under external excitation (2013, methodology): “…mass dampers (MTMD) with distributed natural frequencies were proposed by Xu and Igusa (1992) and also studied by Yamaguchi and Harnpornchai (1993), Abe and Fujino (1994), Jangid (1995, 1999), Bakre and Jangid (2007), Li (2000, 2002, 2006), Casciati and Giuliano (2009) and Marano and Greco (2011).”
Vibration suppression of structures using tuned mass damper technology: A state-of-the-art review (2021, methodology): “Li C and QuW (2006) Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration.”
Tuned tandem mass dampers‐inerters with broadband high effectiveness for structures under white noise base excitations (2019, background): “Employing Equations (9abc) and (10), the second‐order moments of displacements (i.”