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Control of flutter of suspension bridge deck using TMD

  • Pourzeynali, Saeid (Department of Civil Engineering, Engineering Faculty, Guilan University) ;
  • Datta, T.K. (Department of Civil Engineering, Indian Institute of Technology)
  • 발행 : 2002.10.25

초록

Passive control of the flutter condition of suspension bridges using a combined vertical and torsional tuned mass damper (TMD) system is presented. The proposed TMD system has two degrees of freedom, which are tuned close to the frequencies corresponding to vertical and torsional symmetric modes of the bridge which get coupled during flutter. The bridge-TMD system is analyzed for finding critical wind speed for flutter using a finite element approach. Thomas Suspension Bridge is analyzed as an illustrative example. The effectiveness of the TMD system in increasing the critical flutter speed of the bridge is investigated through a parametric study. The results of the parametric study led to the optimization of some important parameters such as mass ratio, TMD damping ratio, tuning frequency, and number of TMD systems which provide maximum critical flutter wind speed of the suspension bridge.

키워드

참고문헌

  1. Abdel-Ghaffar, A.M. (1980), "Vertical vibration analysis of suspension bridges", J. Struct. Div., ASCE, 106(10), 2053-2074.
  2. Abdel-Ghaffar, A.M. (1979), "Free torsional vibrations of suspension bridges", J. Struct. Div., ASCE, 105(4), 767-789.
  3. Abe, M. and Fujino, Y. (1994), "Dynamic characterization of multiple tuned mass dampers and some design formulas", J. Earthquake Eng. Struct. Dyn., 23(8), 813-835. https://doi.org/10.1002/eqe.4290230802
  4. Ankireddi, S. and Yang, H.T.Y. (1996), "Simple ATMD control methodology for tall building subject to wind loads", J. Struct. Eng. ASCE, 122(1), 83-91. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(83)
  5. Branceloni, F. (1992), "The construction phase and its aerodynamic issues", Aerodynamics of Large Bridges (Larsen A. ed.), A. A. Balkelma, Rotterdam, Holland, 17-158.
  6. Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, Second Edition, McGraw-Hill: New York.
  7. Dung, N.N., Miyata, T., and Yamada, H. (1996), "Structural control in consideration of flutter response in long span bridges", Proc. the 2nd Int. Workshop on Structural Control, Hong Kong, 152-162.
  8. Dung, N.N., Miyata, T., and Yamada, H. (1996), "Application of robust control to the flutter in long span bridges", J. Struct. Eng. Earthq. Eng., JSCE, 42A, 847-853.
  9. Fujino, Y. and Sun, L.M. (1993), "Vibration control by multiple tuned liquid dampers (MTLDs)", J. Struct. Eng., ASCE, 119(12), 3482-3502. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:12(3482)
  10. Fujino, Y., Sun, L., Pacheco, B.M., and Chaiseri, P. (1992), "Tuned liquid damper (TLD) for suppressing horizontal motion of structures", J. Eng. Mech., 118(10), 2017-2030. https://doi.org/10.1061/(ASCE)0733-9399(1992)118:10(2017)
  11. Gu, M., Chen, S.R., and Chang, C.C. (1999), "Buffeting control of the Yangpu Bridge using multiple tuned mass dampers", Proc. the 10th Int. Conf. on Wind Engineering, (Larsen A. et al. ed.), Copenhagen, Denmark, 2, 893-898.
  12. Gu, M., Chang, C.C., Wu, W., and Xiang, H.F. (1998), "Increase of critical flutter wind speed of long span bridges using tuned mass damper", J. Wind Eng. and Ind. Aerod., 73, 111-123. https://doi.org/10.1016/S0167-6105(97)00282-1
  13. Jain, A., Jones, N.P., and Scanlan, R.H. (1998), "Effect of modal damping on bridge aeroelasticity", J. Wind Eng. Ind. Aerod., 77-78, 421-430. https://doi.org/10.1016/S0167-6105(98)00161-5
  14. Jain, A., Jones, N.P., and Scanlan, R.H. (1996), "Coupled flutter and buffeting analysis of long-span bridges", J. Struct. Eng., ASCE, 122(7), 716-725. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:7(716)
  15. Jangid, R.S. and Datta, T.K. (1997), "Performance of multiple tuned mass dampers for torsionally coupled system", J. Earthq. Eng, Struct. Dyn., 26(3), 307-317. https://doi.org/10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8
  16. Kihara, H., Kunitsu, H., and Asami, Y. (1993), "Structural design and wind resistance of Fukuoka Tower with TMD", Proc. Struct. Cong. Struct. Eng. in Natural Hazard Mitigation, ASCE, New York, N.Y., 646-651.
  17. Kobayashi, H. and Nagaoka, H. (1992), "Active control of flutter of a suspension bridge", J. Wind Eng. Ind. Aerod., 41-44, 143-151.
  18. Kobayashi, H., Ogawa, R., and Taniguchi, S. (1998), "Active flutter control of a bridge deck by ailerons", Proc. the 2nd World Conf. on Structural Control, (Kobori T. et al. ed.), Kyoto, Japan, 3, 1841-1848.
  19. Lin, Y.Y., Cheng, C.M., and Lee, C.H. (2000), "A tuned mass damper for suppressing the coupled flexural and torsional buffeting response of long-span bridges", J. Engrg. Structs., Elsevier, 22, 1195-1204. https://doi.org/10.1016/S0141-0296(99)00049-8
  20. Miyata, T., Yamada, H., Dung, N.N., and Kozama, K. (1994), "On active control and structural response control of the coupled flutter problem for long span bridges", Proc. of 1st World Conf. on Structural Control, Los Angeles, USA, Vl. 1, WA4-40-49.
  21. Nobuto, J., Fujino, Y., and Ito, M. (1988), "A study on the effectiveness of TMD to suppress a coupled flutter of bridge deck", J. Struct. Mech. Earthq. Eng., JSCE, 398/1-10, 413-416 (in Japanese).
  22. Phongkumsing, S., Wilde, K., and Fujino, Y. (1998), "Analytical study on flutter suppression by eccentric mass method on 3D full suspension bridge model", Proc. the 2nd World Conf. on Struct. Control, Kyoto, Japan, 3, 1797-1806.
  23. Sakai, F., Takaeda, S., and Tamaki, T. (1991), "Tuned liquid column damper (TLCD) for cable-stayed bridges", In: Proceeding Specialty Conf. on Innovation in cable-stayed bridges, Fukuoka, Japan, 197-205.
  24. Scanlan, R.H. and Tomko, J.J. (1971), "Airfoil and bridge deck flutter derivatives", J. the Engrg. Mech. Div., ASCE, 97(6), 1717-1737.
  25. Sun, L.M., Fujino, Y., Pacheco, B.M., and Chaiseri, P. (1991), "Modeling of tuned liquid damper (TLD)", Proceeding of 8th Int. Conf. on Wind Engineering, IAWE, London, Canada.
  26. Weisne, K.B. (1979), "Tuned mass damper to reduce building wind motion:, ASCE, Convention and Exposition, Preprint 3510, ASCE, New York, N.Y.
  27. Wilde, K. and Fujino, Y. (1998), "Aerodynamic control of bridge deck flutter by active surfaces", J. Eng. Mech., ASCE, 124(7), 718-727. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:7(718)
  28. Wilde, K., Fujino, Y., and Kawakami, T. (1998), "Analytical and experimental study on passive aerodynamic control of flutter of bridge deck section", J. Wind Eng. Ind. Aerod., 80(1-2), 105-119.
  29. Wilde, K., Fujino, Y., and Prabis, V. (1996), "Effects of eccentric mass on flutter of long span bridge", Proc. 2nd Int. Workshop on Structural Control, Hong Kong, 564-574.
  30. Xue, S.D., Ko, J.M. and Xu, Y.L. (2000), "Tuned liquid column damper for suppressing pitching motion of structures", J. Eng. Struct., 23, 1538-1551.
  31. Xu, Y.L., Samali, B. and Kwok, K.C.S. (1992), "Control of along-wind response of structures by mass and liquid dampers", J. Eng. Mech., ASCE, 118(1), 20-39. https://doi.org/10.1061/(ASCE)0733-9399(1992)118:1(20)
  32. Yoneda, M., Fujino, Y., Kande, H., Yamamoto, A., Miyamoto, Y., Ando, O., Maeda, K., and Katayama, T. (1989), "A practical study of tuned liquid damper with application to the Sakitama Bridge", J. Wind Eng.(in Japanese), 41, 105-106.

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