Multiple active-passive tuned mass dampers for structures under the ground acceleration

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 6, 2003, Pages 949-964

  Li, Chunxiang ^a  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

Author keywords

APTMD; Ground acceleration; MAPTMD; Min.Min.Max.DMF; Optimum parameters; Vibration control

Indexed keywords

DAMPING; FEEDBACK; NATURAL FREQUENCIES; STIFFNESS;

DYNAMIC MAGNIFICATION FACTORS (DMF);

STRUCTURAL ANALYSIS;

DAMPING; DYNAMIC RESPONSE; GROUND MOTION; STRUCTURAL RESPONSE; VIBRATION;

EID: 0038403766     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.256     Document Type: Article

References (22)

1. Xu K, Igusa T. Dynamic characteristics of multiple substructures with closely spaced frequencies. Earthquake Engineering and Structural Dynamics 1992; 21:1059-1070.
2. Yamaguchi H, Hampomchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations. Earthquake Engineering and Structural Dynamics 1993; 22:51-62.
3. Abe M, Fujino Y. Dynamic characterization of multiple tuned mass dampers and some design formulas. Earthquake Engineering and Structural Dynamics 1994; 23:813-835.
4. Abe M, Igusa T. Tuned mass dampers for structures with closely spaced natural frequencies. Earthquake Engineering and Structural Dynamics 1995; 24:247-261.
5. Kareem A, Kline S. Performance of multiple mass dampers under random loading. Journal of Structural Engineering (ASCE) 1995; 121:348-361,
6. Jangid RS. Optimum multiple tuned mass dampers for base-excited undamped system. Earthquake Engineering and Structural Dynamics 1999; 28:1041-1049.
7. Park J, Reed D. Analysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation. Engineering Structures 2001; 23:802-814.
8. Li Chunxiang. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration. Earthquake Engineering and Structural Dynamics 2000; 29:1405-1421.
9. Li Chunxiang. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF. Earthquake Engineering and Structural Dynamics 2002; 31:897-919.
10. Li Chunxiang, Liu Yanxia. Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters. Earthquake Engineering and Structural Dynamics 2003; 32:671-690.
11. Chang JCH, Soong TT. Structural control using active tuned mass damper. Journal of Engineering Mechanics (ASCE) 1980; 106:1091-1098.
12. Nishimura I, Kobori T, Sakamoto M, Koshika N, Sasaki K, Ohrui S. Active tuned mass damper. Smart Materials and Structures 1992; 1:306-311.
13. Abdel-Rohman M. Optimum design of active TMD for building control. Building and Environment 1984; 19:191-195.
14. Chang CC, Yang HTY. Control of buildings using active tuned mass dampers. Journal of Engineering Mechanics (ASCE) 1995; 121:355-366.
15. Ankireddi S, Yang HTY. Simple ATMD control methodology for tall buildings subject to wind loads. Journal of Structural Engineering (ASCE) 1996; 122:83-91.
16. Wu JC, Yang JN, Schmitendorf WE. Reduced-order HΔ and LQR control for wind-excited tall buildings. Engineering Structures 1998; 20:222-236.
17. Yan N, Wang CM, Balendra T. Optimum damper characteristics of ATMD for buildings under wind loads. Journal of Structural Engineering (ASCE) 1999; 125:1376-1383.
18. Nishimura I, Kobori T, Sakamoto M, Yamada T, Koshika N, Sasaki K, Ohrui S. Active passive composite tuned mass damper. Proceedings of the Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control, San Francisco, 1993; 737-748.
19. Nishimura I, Sakamoto M, Yamada T, Koshika N, Kobori T. Acceleration feedback method applied to active-passive composite tuned mass damper. Journal of Structural Control 1994; 1(1-2):103-116.
20. Fukushima I, Sasaki K, Nishimura I, Koshika N, Sakamoto M, Kobori T. Development and application of active-passive composite tuned mass damper to high-rise building. Proceedings of Pacific Conference on Earthquake Engineering, Australia, 1995; 267-276.
21. Wang CM, Yan N, Balendra T. Control on dynamic structural response using active-passive composite-tuned mass dampers. Journal of Vibration and Control 1999; 5:475-489.
22. Li Chunxiang, Liu Yanxia. Active multiple tuned mass dampers for structures under the ground acceleration. Earthquake Engineering and Structural Dynamics 2002; 31:1041-1052.