DOI QR코드

DOI QR Code

Extraction of Bridge Flutter Derivatives by a Forced Excitation

강제 가진에 의한 교량 플러터계수 추출

  • Published : 2009.06.20

Abstract

This study presents the vibration excitation system to extract the aerodynamic stability derivatives which is generally called as flutter derivatives in civil engineering. The system consists of the excitation part to give a forced harmonic motion to the model and the sensing part to measure the aerodynamic forces as well as inertia forces acting on a bridge model. A data processing algorithm for extracting the flutter derivatives from the measured forces is also presented. From the wind tunnel tests, verification of present system was done by comparing the measured and analytical results for rectangular shaped model. The effects of excitation frequencies and amplitudes on flutter derivatives are discussed. Five kinds of actual bridge model were presented from the wind tunnel.

Keywords

References

  1. Scanlan, R. H. and Tomko, J. T., 1971, “Airfoil and Bridge Deck Flutter Derivatives,” J. of Engineering Mechanics, ASCE, Vol. 97, No. 6, pp. 1717-1733
  2. Yamada, H. and Ishikawa, H., 1992, “Measurement of Aerodynamic Parameters by Extended Kalman Filter Algorithm,” J. of Wind Engineering & Industrial Aerodynamics, Vol. 42, pp. 1255-1263 https://doi.org/10.1016/0167-6105(92)90132-T
  3. Sarkar, P. P., Jones, N. P. and Scanlan, R. H., 1994, “Identification of Aeroelastic Parameters of Flexible Bridges,” J. of Engineering Mechanics, ASCE, Vol. 120, No. 8, pp. 1718-1741 https://doi.org/10.1061/(ASCE)0733-9399(1994)120:8(1718)
  4. Gu, M., Zhang, R. and Xiang, H., 2000, “Identification of Flutter Derivatives of Bridge Decks,” J. of Wind Engineering & Industrial Aerodynamics, Vol. 84, pp. 151-162 https://doi.org/10.1016/S0167-6105(99)00051-3
  5. Kwon, S. D., Bae, J. S. and Lee, G. W., 2002, “Extraction of Unsteady Aerodynamic Forces Using Neural Network,” Proceedings of annual conference on Wind Engineering Institute of Korea, pp. 153-157
  6. Sarkar, P. P., Chowdhury, A., Gardner, T. B., 2004, “A Novel Elastic Suspension System for Wind Tunnel Section Model Studies,” J. of Wind Engineering and Industrial Aerodynamics, Vol. 92, pp. 23-40 https://doi.org/10.1016/j.jweia.2003.09.036
  7. Matsumoto, M., Kobayashi, Y. and Shirato, H, 1996, “The Influence of Aerodynamic Derivatives on Flutter,” J. of Wind Engineering & Industrial Aerodynamics, Vol. 60, pp. 227-239 https://doi.org/10.1016/0167-6105(96)00036-0
  8. Li, Q. C., 1995, “Measuring Flutter Derivatives for Bridge Sectional Models in Water Channel, J. of Engineering Mechanics, ASCE, Vol. 121, No. 1, pp. 90-101 https://doi.org/10.1061/(ASCE)0733-9399(1995)121:1(90)
  9. Diana, G., Resta, F., Zasso, A., Belloli, M., Rocchi, D., 2004, “Forced Motion and Free Motion Aeroelastic Tests on a New Concept Dynamometric Section Model of the Messina Suspension Bridge,” J. of Wind Engineering and Industrial Aerodynamics, Vol. 92, pp. 441-462 https://doi.org/10.1016/j.jweia.2004.01.005
  10. Chen, Z. Q., Yu, X. D., Yang, G. and Spencer, B. F., 2005, “Wind-induced Self-excited Loads on Bridges,” J. of Structural Engineering, ASCE, Vol. 131, No. 2, pp. 1783-1793 https://doi.org/10.1061/(ASCE)0733-9445(2005)131:12(1783)
  11. Jeong, U. Y. and Kwon, S. D., 2003, “Sequential Numerical Procedures for Predicting Flutter Velocity of Bridge Sections,” Journal of Wind Engineering and Industrial Aerodynamics, Vol. 91, Issue 1, pp. 291-305 https://doi.org/10.1016/S0167-6105(02)00352-5
  12. Theodorsen, T., 1935, 'General Theory of Aerodynamic Instability and the Mechanism of Flutter,' NACA Report No. 496
  13. Park, S. J., Kwon, H. J., Lee, I. and Han, J. H., 2004, “Flow-induced Vibration Analysis of Bridge Girder Section,” Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 14, No. 5, pp. 402-409 https://doi.org/10.5050/KSNVN.2004.14.5.402