1Soong T T, Dargush G F. Passive energy dissipation systems in structural engineering. New York: John Wiley & Sons Ltd,1997.
2Xu K, Igusa T. Dynamic characteristics of multiple substructures with closely spaced frequencies [ J]. Earthquake Engineering and Structural Dynamics, 1992, 21: 1059- 1070.
3Yamaguchi H, Harnpornchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations [J]. Earthquake Engineering and Structural Dynamics, 1993, 22:51-62.
4Jangid RS. Dynamic characteristics of structures with multiple tuned mass dampers [ J]. Structural Engineering and Mechanics, 1995, 3:497-509.
5Li Chunxiang. Performance of multiple tuned mass dampen for attenuating undesirable oscillations of structures under the ground acceleration [ J]. Earthquake Engineering and Sturctural Dynamics, 2000, 29:1405- 1421.
6Chang C H, Soong T T. Structural control using active tuned mass dampers [J]. J. Engrg. Mech. Div., ASCE, 1980,106 (6) : 1091- 1098.
7Ankireddi S, Yang T Y. Simple ATMD control methodology for tall buildings subject to wind loads [ J]. J. Struct. Engrg., ASCE, 1996, 122 (1): 83-91.
8Li Chunxiang. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF [ J]. Earthquake Engineering and Structural Dynamics, 2002, 31:897-919.
