Optimal design theories and applications of tuned mass dampers

Engineering Structures

Volumn 28, Issue 1, 2006, Pages 43-53

  Lee, Chien Liang ^a   Chen, Yung Tsang ^b   Chung, Lap Loi ^c   Wang, Yen Po ^a  

^a NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^b University of California Davis   (United States)

^c NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

Author keywords

Multiple tuned mass damper; Optimal design; Passive control

Indexed keywords

DAMPING; FREQUENCY DOMAIN ANALYSIS; ITERATIVE METHODS; MATHEMATICAL MODELS; OPTIMAL CONTROL SYSTEMS; OPTIMIZATION; VIBRATION CONTROL; VIBRATIONS (MECHANICAL);

MULTIPLE TUNED MASS DAMPER; OPTIMAL DESIGN THEORY; PASSIVE CONTROL;

STRUCTURAL DESIGN;

DAMPING;

EID: 27744541161     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.06.023     Document Type: Article

References (30)

1. R.J. McNamara Tuned mass dampers for buildings Journal of the Structure Division, ASCE 103 1977 1985-1998
2. R.W. Luft Optimal tuned mass dampers for buildings Journal of the Structure Division, ASCE 105 1979 2766-2772
3. Haskett T, Breukelman B, Robinson J, Kottelenberg J. Tuned mass dampers under excessive structural excitation. Report of the Motioneering Inc. Guelph, Ontario, Canada N1K 1B8
4. Frahm H. Device for damping vibration of bodies. U.S. Patent No. 989-958; 1911
5. J.P. Den Hartog Mechanical vibrations 4th ed. 1956 McGraw Hill NY
6. Y. Fujino M. Abe Design formulas for tuned mass dampers based on a perturbation technique Earthquake Engineering and Structural Dynamics 22 1993 833-854
7. S.H. Crandall W.D. Mark Random vibration in mechanical systems 1973 Academic Press NY
8. G.B. Warburton Optimum absorbers for simple systems Earthquake Engineering and Structural Dynamics 8 1980 197-217
9. G.B. Warburton Optimum absorber parameters for various combinations of response and excitation parameters Earthquake Engineering and Structural Dynamics 10 1982 381-401
10. R. Rana T.T. Soong Parametric study and simplified design of tuned mass dampers Engineering Structures 20 1998 193-204
11. Y. Fujino M. Abe Dynamic characterization of multiple tuned mass dampers and some design formulas Earthquake Engineering and Structural Dynamics 23 1994 813-835
12. R.S. Jangid T.K. Datta Performance of multiple tuned mass dampers for torsionally coupled system Earthquake Engineering and Structural Dynamics 26 1997 307-317
13. K. Xu T. Igusa Dynamic characteristics of multiple substructures with closely spaced frequencies Earthquake Engineering and Structural Dynamics 21 1992 1059-1070
14. M. Gu S.R. Chen C.C. Chang Parametric study on multiple tuned mass dampers for buffeting control of Yangpu bridge Journal of Wind and Areodynamics 89 11-12 2001 987-1000
15. J. Park D. Reed Analysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation Engineering Structures 23 7 2001 802-814
16. C. Li Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration Earthquake Engineering and Structural Dynamics 29 9 2000 1405-1421
17. C. Li Y. Liu Ground motion dominant frequency effect on design of multiple tuned mass dampers Journal of Earthquake Engineering 8 2004 89-105
18. C. Li Optimal multiple tuned mass dampers under the ground acceleration based on DDMF and ADMF Earthquake Engineering and Structural Dynamics 31 4 2002 897-919
19. C. Li Y. Liu Optimal multiple tuned mass dampers under the ground acceleration based on the uniform distribution of system parameters Earthquake Engineering and Structural Dynamics 32 2003 671-690
20. L. Kitts B.P. Wang W.D. Pilkey Vibration reduction over a frequency range Journal of Sound and Vibration 89 4 1983 559-569
21. M.N.S. Hadi Y. Arfiadi Optimal design of absorber for MDOF structures Journal of Structural Engineering 124 11 1998 1272-1280
22. 2 approach for optimally tuning passive vibration absorbers to flexible structures Journal of Guidance, Control, and Dynamics 17 1994 636-638
23. L. Zou S.A. Nayfeh Minimax optimization of multi-degree-of-freedom tuned-mass dampers Journal of Sound and Vibration 272 2004 893-908
24. J.H. Mathews Numerical methods for mathematics, science, and engineering 2nd ed. 1992 Prentice Hall NJ
25. LL. Chung L.Y. Wu K.Y. Huang M.C. Lee K.Y. Shaw Experimental verification of full-scale active structural control Structural Engineering, Chinese Society of Structural Engineering 16 2002 67-84
26. C.L. Lee Y.P. Wang Seismic structural control using an electric servomotor active mass driver system Earthquake Engineering and Structural Dynamics 33 2004 737-754
27. K. Kanai An empirical formula for the spectrum of strong earthquake motions Bulletin Earthquake Research Institute, University of Tokyo 39 1961 85-95
28. Tajimi H. A statistical method of determining the maximum response of a building structure during an earthquake. In: Proceeding of II world conference in earthquake engineering; 1960, p. 781-97
29. M. Shinozuka C.M. Jan Digital simulation of random process and its application Journal of Sound and Vibration 25 1972 111-128
30. E. SimiuLi R.H. Scanlan Wind effects on structures, fundamental and applications to design 3rd ed. 1996 John Wiley and Sons Inc. NY