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Design of aerodynamic stabilizing cables for a cable-stayed bridge during construction

  • Received : 2008.06.26
  • Accepted : 2008.07.28
  • Published : 2008.10.25

Abstract

A design procedure of stabilizing cable is proposed using buffeting analysis to stabilize the seesaw-like motion of the free cantilevered structure of a cable-stayed bridge during its construction. The bridge examined is a composite cable-stayed bridge having a main span length of 500 m. Based on the buffeting analysis, the stress in bare structure exceeded the allowable limit and a set of stabilizing cable was planned to mitigate the responses. The most efficient positions of the hold-down stabilizing cables were numerically investigated by means of an FE-based buffeting analysis and the required dimensions and pretension of the stabilizing cables were also calculated. The proposed stabilizing measure would be expected to secure the aerodynamic safety of a cantilevered structure under construction with considerable mitigation of buffeting responses.

Keywords

References

  1. Chauvin, A., Revelo, C. K., Raggett, J. D. and Scanlan, R. H. (1994), "Mezcala bridge-Mexico; Wind effects modelling and structural analysis", Proceedings of the international Conference on Cable-stayed and Suspension Bridges, (2), 127-134.
  2. Conti, E., Grillaud, G., Jacob, J. and Cohen, N. (1994), "Wind effects on the Normandie cable-stayed bridge: Comparison between full aeroelastic model tests and quasi-steady analytical approach", Proceedings of the International Conference on Cable-stayed and Suspension Bridges, (2), 81-90.
  3. G.K Fixed Link Co. (2003), Design Criteria of the Busan-Geoje Fixed Link Project.
  4. Kim, H. K., Lee, M. J. and Chang, S. P. (2006), "Determination of hanger installation procedure for a selfanchored suspension bridge", Eng. Struct. 28, 959-976. https://doi.org/10.1016/j.engstruct.2005.10.019
  5. Kimura, K., Nakamura, S. and Tanaka, H. (1994), "Buffeting analysis for cable-stayed bridges during construction in yawed wind", Proceedings of the international conference on cable-stayed and suspension bridges, (2), 109-16.
  6. KRTA(Korea Road & Transportation Association). (2005), Korean Bridge Design Code(KBDC).
  7. KSCE(Korean Society of Civil Engineers). (2005), Design Guidelines for Cable-supported Steel Bridges.
  8. Larose, A. and Livesey, F.M. (1994), "On cable-stayed bridges during construction: Modeling and prediction of aerodynamic behavior", Proceedings of the International Conference on Cable-stayed and Suspension Bridges, (2), 73-80.
  9. Shum, K. M., Xu, Y. L. and Guo, W. H. (2006), "Buffeting response control of a long span cable-stayed bridge during construction using semi-active tuned liquid column dampers", Wind Struct., An Int. J. 9(4), 271-296. https://doi.org/10.12989/was.2006.9.4.271
  10. Simiu, E. and Scanlan, R. H. (1996), Wind Effects on Structures, John Wiley & Sons.
  11. Tanaka, H., Larose, G. L. and Kimura, K. (1998), "Aerodynamics of long-span bridges during erection", Proceedings of the Advances in Bridge Aerodynamics International Symposium, 119-127.
  12. Virlogeux, M. (1992), "Wind design and analysis for the Normandy Bridge", Proceedings of the Aerodynamics of large bridges 1st International symposium, 183-216.
  13. Yooshin Engineering Co. (2003), Report of wind-tunnel test and CFD analysis for the Dolsan-Hwatae Bridge.

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