Performance of Multiple Tuned Mass dampers for torsionally coupled system

Earthquake Engineering and Structural Dynamics

Volumn 26, Issue 3, 1997, Pages 307-317

  Jangid, R S ^a   Datta, T K ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY BOMBAY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY DELHI   (India)

Author keywords

Frequency bandwidth; MTMDs; Torsional coupling; Vibration control

Indexed keywords

DAMPING; DYNAMIC RESPONSE; MODELS; PERFORMANCE; RANDOM PROCESSES; TORSIONAL STRESS; VIBRATION CONTROL;

BROADBAND STATIONARY RANDOM PROCESS; ECCENTRICITY; FREQUENCY BANDWIDTH; LATERAL EXCITATION; MULTIPLE TUNED MASS DAMPERS; TORSIONAL COUPLING; TORSIONALLY COUPLED SYSTEM;

MECHANICAL CONTROL EQUIPMENT;

EID: 0031103025     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8     Document Type: Article

References (15)

1. J. E. Brock, 'A note on the damped vibration absorber', J. appl. mech. ASME 13, A-284 (1946).
2. J. P. Den Hartog, Mechanical Vibrations, 4th Edn, McGraw-Hill, New York, 1956.
3. Y. Fujino and M. Abe, 'Design formulas for tuned mass dampers based on a perturbation technique', Earthquake eng. struct. dyn. 22, 833-854 (1993).
4. A. G. Thompson, 'Optimum tuning and damping of a dynamic vibration absorber applied to a force excited and damped primary system', J. sound vib. 77, 403-415 (1981).
5. H. C. Tsai and G. C. Lin, 'Optimum tuned mass dampers for minimizing steady-state response of support excited and damped systems', Earthquake eng. struct. dyn. 22, 957-973 (1993).
6. G. B. Warburton, 'Optimum absorber parameters for various combinations of response and excitation parameters', Earthquake eng. struct. dyn. 10, 381-401 (1982).
7. G. B. Warburton and E. O. Ayorinde, 'Optimum absorber parameters for simple systems', Earthquake eng. struct. dyn. 8, 197-217 (1980).
8. K. Iwanami and K. Seto, 'Optimum design of dual tuned mass dampers and their effectiveness', Proc. JSME(C), 50, 44-52 (1984).
9. K. Xu and T. Igusa, 'Dynamic characteristics of multiple substructures with closely spaced frequencies', Earthquake eng. struct. dyn. 21, 1059-1070 (1992).
10. T. Igusa and K. Xu, 'Vibration control using multiple tuned mass damper', J. sound vib. 175, 491-503 (1994).
11. H. Yamaguchi and N. Harnpornchai 'Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations', Earthquake eng. struct. dyn. 22, 51-62 (1993).
12. M. Abe and Y. Fujino, 'Dynamic characterization of multiple tuned mass dampers and some design formulas', Earthquake eng. struct. dyn. 23, 813-835 (1994).
13. R. S. Jangid, 'Dynamic characteristics of structures with multiple tuned mass dampers', Struct. eng. mech. 3, 497-509 (1995).
14. M. Abe and T. Igusa, 'Tuned mass dampers for structures with closely spaced natural frequencies', Earthquake eng. struct. dyn. 24, 247-261 (1995).
15. N. C. Nigam, Introduction to Random Vibrations, MIT Press, Cambridge, MA, 1983.