Damping Measures to Control Wind-Induced Vibrations

  • G. H. Hirsch
Part of the International Centre for Mechanical Sciences book series (CISM, volume 335)


The possibilities of passive and active control of wind-induced vibrations of structures in civil engineering are presented. The concept of control by means of mechanical and aerodynamic devices is discussed using results of theoretical and experimentel investigations (model tests and full scale examinations).

The effectiveness of structural control and the advantages and disadvantages from engineering point of view will be considered. Case studies will be presented.


Control Force Primary System Bridge Deck Passive Control Exciting Force 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.


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  1. /1/.
    Vickery, B.J., Basu, H.G.: Simplified approaches to the evaluation of the across-wind response of chimneys, J. of Wind Eng. and Ind. Aerodyn., vol. 14, 153–166 (1983).CrossRefGoogle Scholar
  2. /2/.
    Wootton, L.R.: The oscillations of model circular stacks due to vortex shedding Reynolds numbers in the range 0.1 to 3 × 106, NPL-Report 1267 (1968).Google Scholar
  3. /3/.
    Ruscheweyh, H.: Dynamische Windwirkung an Bauwerken, Bauverlag GmbH (1982)Google Scholar
  4. /4/.
    Ruscheweyh, H.: Aeroelastic interference effects between slender structures, If Wind Eng. and Ind. Aerodyn., vol 14, 129–140 (1983).CrossRefGoogle Scholar
  5. /5/.
    Scanlan, R. H.: On the state of stability considerations for suspended span–bridges under wind, in: Naudascher, E., Rockwell, D: Practical Experiences with Flow-Induced Vibrations, Springer 1980, 595–618Google Scholar
  6. /6/.
    Blevins, R.D.: Flow-induced vibration, 2nd ed., Van Nostrand Reinhold, lGoogle Scholar
  7. /7/.
    Hirsch, G., Bachmann, H.: Wind induced vibrations of structures, CEB Bulletin d information no 209, 1991, 79–118Google Scholar
  8. /8/.
    Aschrafi, Hirsch, G.: Control of wind-induced vibrations of cable stayed bridges, J. of Wind Eng. and Ind. Aerody., vol 14, 235–246, 1983CrossRefGoogle Scholar
  9. /9/.
    Den Hartog, J.P.: Mechanical vibrations, Dover publications, 1985Google Scholar
  10. /10/.
    Davenport, A.G., Vickery, B.J., Isymov, N.: The role of damping, mass and stiffness in the reduction of wind effects on structures, Proc. 5th Coll. on Ind. Aerodyn., Aachen (1982), Annex, 63–72Google Scholar
  11. /11/.
    Hirsch, G.: Practical experiences in passive vibration control of chimneys, conclusions from wind tunnel and full scale tests, in: Leipholz, H.H.E.: Structural Control, Martinus Nijhoff Puhl., 1987Google Scholar
  12. /12/.
    Hirsch, G.: Damping of chimneys in group arrangement, 6th Int. Chimney Conf. CICIND, paper 31, Brighton (1988).Google Scholar
  13. /13/.
    Hirsch, G., Nonhoff, G., Volkmar, H.: Wind induced vibrations of guyed masts, in: Krätzig et al. (eds.): Structural Dynamics, Balkema, 1990, 1139–1146Google Scholar
  14. /14/.
    Wieland, M., Malhorta, P.K.: Tuned mass damper for suppressing wind effects in a cable-stayed bridge, in: Kanok-Nukulchai: Cable-stayed bridges, 557–568 (1987), CarhridgeGoogle Scholar
  15. /15/.
    Ruscheweyh, H.: Vibrations and flutter of bridges and steel stacks: Model and ful scale investigations, in: Augusti, G., Boni, C., Spinelli, P.: Ingegneria del vento in Italia, Pitagora Editrice Bologna, 1990, 31–59Google Scholar
  16. /16/.
    Scruton, C.: On the wind excited oscillation of stack, towers and masts, Proc. of Conf. Wind Effects on Buildings and Structures, NPL, 1963Google Scholar
  17. /17/.
    Wardlaw, R.L.: Approaches to the suppression of wind-induced vibrations of structures, in: Naudascher, E, Rockwell, D.: Practical experiences with flow induced vibrations, Springer 1980, 650–670Google Scholar
  18. /18/.
    Soong, T.T.: Active structural control, Theory and Practice, Longman Scientif & Technical, 1990Google Scholar
  19. /19/.
    Housner G.W., Masri S.F.: Structural Control Research, Proc. US-Panel, 191, USC Publication No. CE-9013Google Scholar
  20. /20/.
    Inman, D.J.: Vibration with control measurement and stability, Prentice Hall, 1989Google Scholar
  21. /21/.
    Petersen, N.R.: Design of large scale tuned mass dampers, in: Leipholz, H.H.E.: Structural Control, North-Holland Puhl. Co., 1980, 581–596Google Scholar
  22. /22/.
    Kohori, T.: State-of-the-Art of seismic response control research in Japan, in: Structural Control Research, 1990, USC-Publ. No: CE-9013, pl-p21Google Scholar
  23. /23/.
    Hirsch, G.: Critical comparison between active and passive control of wind induced vibrations of structures by means of mechanical devices, in: Leipholz, H.H.E.: Structural Control, North-Holland SM Puhl., 1980, 313–339Google Scholar
  24. /24/.
    Kobayashi, H., Nagaoka, H.: Active control of flutter of a suspension bridge, Progress in Wind Engineering, ed. by A.G.Davenport et al., Proc. of the 8th Int. Conf. on Wind Eng., 1992, Elsevier Amsterdam, 143–153Google Scholar
  25. /25/.
    Thomson, W.T.: Theory of Vibration with Applications (Disk included), 4th Edition, Chapman & Hall, 1993Google Scholar
  26. /26/.
    Dorf, R.C.: Modern Control Systems (Disk included), 6th Edition, Addison-Wesley Puhl. Co.Inc., 1992Google Scholar
  27. /27/.
    MATLAB, The Student Edition (Disk included), Prentice Hall, Englewood Cliffs, NJ, 1992Google Scholar
  28. /28/.
    Bosse’ H.: Development of Modell and Simulation (in German, Disk including), F. Vieweg & Sohn, 1992CrossRefGoogle Scholar
  29. /29/.
    Anderson, R.B.: The Student Edition of MathCAD, Version 2. 54, Addison-Wesley Publ. Company, Inc. 1993Google Scholar
  30. /30/.
    Nachtigal, C.L.: Instrumentation and Control, Fundamentals and Control, John Wiley & Sons, Inc., 1990Google Scholar
  31. /31/.
    Ogatha, K.: Modern Control Engineering, Prentice Hall, Englewood Cliffs, New Jersey, 1990Google Scholar
  32. /32/.
    Kosko B.: Neural Networks and Fuzzy Systems, A Dynamical Systems Approach To Machine Intelligence ( Disk included ), Prentice Hall, 1992MATHGoogle Scholar
  33. /33/.
    Kobori, T., Ban S., Kubota, T. and Yamada, K.: Concept of Super-High-Rise Building (DIB 200), The Structural Design of Tall Buildings, Vol. 1, 3–24 (1992)CrossRefGoogle Scholar
  34. /34/.
    Nagase, T., Hisatoku, T.: Tuned-Pendulum Mass Damper Installed in Chrystal Tower, The Structural Design of Tall Buildings, Vol. 1, 35–56 (1992)CrossRefGoogle Scholar
  35. /35/.
    Nishimura, I. An Intelligent Tuned Mass Damper, AIAA-93–1709-CP, 1993, 3561–3569Google Scholar
  36. /36/.
    J6zsa, M. and Hirsch, G.: Optimum control... CICIND-Report, 1993 (in prep.)Google Scholar

Copyright information

© Springer-Verlag Wien 1994

Authors and Affiliations

  • G. H. Hirsch
    • 1
  1. 1.Aachen University of TechnologyAachenGermany

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