Wind and Structures

  • 제9권4호
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  • Pages.331-344
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  • 2006
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
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Study of design parameters on flutter stability of cable-stayed-suspension hybrid bridges

  • Zhang, Xin-Jun (Department of Civil Engineering, Zhejiang University of Technology)
  • 투고 : 2005.06.24
  • 심사 : 2006.06.20
  • 발행 : 2006.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

The cable-stayed-suspension hybrid bridge is a cooperative system developed from the traditional cable-stayed and suspension bridges, and takes some advantages of the two bridge systems. It is also becoming a competitive design alternative for some long and super long-span bridges. But due to its great flexibility, the flutter stability plays an important role in the design and construction of this bridge system. Considering the geometric nonlinearity of bridge structures and the effects of nonlinear wind-structure interaction, method and its solution procedure of three-dimensional nonlinear flutter stability analysis are firstly presented. Parametric analyses on the flutter stability of a cable-stayed-suspension hybrid bridge with main span of 1400 meters are then conducted by nonlinear flutter stability analysis, some design parameters that significantly influence the flutter stability are pointed out, and the favorable structural system of the bridge is also discussed based on the wind stability.

키워드

참고문헌

  1. Balsamo, E.P. and Drewery, R.M. (1989), 'Inspection and rehabilitation of the John A Roebling suspension bridge', Proceedings of the 6th Annual International Bridge Conference, Pittsburgh Pennsylvania
  2. Boonyapinyo, V., Yamada, H. and Miyata, T. (1994), 'Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges', J. Struct. Eng., ASCE, 120(2), 486-506 https://doi.org/10.1061/(ASCE)0733-9445(1994)120:2(486)
  3. Bulson, D.S., Caldwell, J.B. and Seven, R.T. (1983), Engineering Structures Development in the Twentieth Century, The university of Bristol Press
  4. Chen, A.R. and Song, J.Z. (2000), Wind-resistant Research on the Runyang Bridge, Research Report, Tongji University
  5. Finzi, L. and Castllani, A. (1992), 'Innovative structural system for 2 mile span suspension bridge', Innovative Large Span Structures, IASS CSCE International Congress, Toronto
  6. Fumoto, K., Murakoshi, J., Hata, K. and Miyazaki, M. (2004), 'A study on the aerodynamic characteristics of a new type of super long span bridge', Proceedings of IABSE Congress, Shanghai
  7. Gimsing, N.J. (1992), 'Design of a long-span cable-supported bridge across the Great Belt in Denmark', Innovative Large Span Structures, IASS CSCE International Congress, Toronto
  8. Gimsing, N.J. (1997), Cable-supported bridges-Concept & Design, John Wiley & Sons Ltd., England
  9. Hu, J. (2000), 'Theoretical study of long-span cable-stayed-suspension bridges', Ph.D. thesis, Northern Jiaotong University, Beijing, China
  10. Lin, T.Y. and Chow, P. (1991), 'Giraltar straits crossing- a challenge to bridge and structural engineers', Struct. Eng., Int. J, IABSE, 1(2)
  11. Meng, Y., Liu, D. and Sun, S.H. (1999), 'Study on the design of long-span cable-stayed-suspension hybrid bridges', J. Chongqing Jiaotong Institute, 18(4), 8-12
  12. Namini, A.H. (1992), 'Finite element-based flutter analysis of cable-suspended bridge', J. Struct. Eng., ASCE, 118(6), 1509-1526 https://doi.org/10.1061/(ASCE)0733-9445(1992)118:6(1509)
  13. Narasimha, D.L. (1991), 'Bridges and flyovers', Proceedings of the International Conference on Bridges and Flyovers, Tata McGraw-Hill, New Delhi
  14. Ostenfeld, K.H. (1992), 'Innovative structural system for the Gibraltar Strait crossing project', Innovative Large Span Structures, IASS CSCE International Congress, Toronto
  15. Sato H., Kusuhara, S., Ogi, K., Kitagawa, M. and Ito, S. (2000), 'Wind resistance of super long bridges in smooth flow', Proceedings of the 16th Wind Engineering Symposium, JAWE, Nov
  16. Scanlan, R.H. and Jones, N.P. (1990), 'Aeroelastic analysis of cable-stayed bridges', J. Struct. Eng., ASCE, 116(2), 279-297 https://doi.org/10.1061/(ASCE)0733-9445(1990)116:2(279)
  17. Xiao, R.C. (1998), 'Design attempt of the linding east sea-route cable-stayed-suspension bridge', Proceedings of the 13th National Conference on Bridge engineering, Shanghai
  18. Xiao, R.C. and Xiang, H.F. (1999), 'Mechanics characteristics and economic performances study for cable-stayed-suspension bridges', China Journal of Highway and Transportation, 12(3), 43-48
  19. Xiao, R.C. (2000), 'Research on the design of cable-stayed-suspension hybrid bridges', China Civil Eng. J., 33(5), 46-51
  20. Zen, P., Zhong, T.Y. and Yan, G.P. (2002), 'An study of dynamic characteristics for large-span cable-stayed-suspension bridges', Chinese J. Comput. Mech., 19(4), 472-475
  21. Zhang, X.J. and Sun, B.N. (2003), 'Study of design parameters on flutter stability of cable-stayed bridges', Wind and Struct., 6(4), 279-290

피인용 문헌

  1. Analytical approach to sensitivity analysis of flutter speed in bridges considering variable deck mass vol.42, pp.4, 2011, https://doi.org/10.1016/j.advengsoft.2010.12.003
  2. Simplified formulations for flutter instability analysis of bridge deck vol.14, pp.4, 2006, https://doi.org/10.12989/was.2011.14.4.359