DOI QR코드

DOI QR Code

Study on economic performances of multi-span suspension bridges part 1: simple estimation formulas

  • Zhang, Li-Wen (Department of Bridge Engineering, Tongji University) ;
  • Xiao, Ru-Cheng (Department of Bridge Engineering, Tongji University) ;
  • Sun, Bin (Department of Bridge Engineering, Tongji University) ;
  • Jiang, Yang (Department of Bridge Engineering, Tongji University) ;
  • Zhang, Xue-Yi (Department of Bridge Engineering, Tongji University) ;
  • Zhuang, Dong-Li (Architectural Design & Research Institute of Tongji University (Group) Co., Ltd.) ;
  • Zhou, Yun-Gang (Architectural Design & Research Institute of Tongji University (Group) Co., Ltd.) ;
  • Tu, Xue (LIN Tung-yan & LI Guo-hao Consultants LTD.)
  • Received : 2013.01.13
  • Accepted : 2013.07.17
  • Published : 2013.07.25

Abstract

A study on economic performances of consecutive multi-span suspension bridges is carried out. In this part of the study, material amount and structural cost estimation formulas of the bridges is derived based on the structural ultimate carrying capacity. The bridge cost includes the part of superstructure and the part of substructure. Three types of bridge foundations, bored piles, concrete caissons and floating foundations, are considered in substructure. These formulas are to be used for the parametric study of the bridge cost in order to define its more economical layout under different conditions in the part two of the study.

Keywords

References

  1. Buckland, P.G. and Matson, D.D. (2006), "Increasing the load capacity of major bridges", Proceeding of IABSE Symposium on Maintenance and Rehabilitation of Large Infrastructure Projects, Bridges and Tunnels, Copenhagen, Denmark, January.
  2. Clemente, P., Nicolosi, G. and Raithel, A. (2000), "Premliminary design of very long-span suspension bridges", Eng. Struct., 22, 1699-1706. https://doi.org/10.1016/S0141-0296(99)00112-1
  3. Choi, D.H., Na, H.S., Gwon, S.G., Yoo, D.H. and Moon, C. (2010), "A parametric study on the ultimate behaviors of multi-span suspension bridges", Proceeding of 34th International Symposium on Bridge and Structural Engineering, Venice, Italy, September.
  4. Daniel, R.A., Dooren, F.J.V. and Meijer, R.H.D. (2010), "Comparison of a single and double main-span suspension bridge for the Western Scheldt crossing", Proceeding of the 34th International Symposium on Bridge and Structural Engineering, Venice, Italy, January.
  5. Fosberp, T. (2001), "Multi-span suspension bridges", Steel. Struct., 1, 63-73.
  6. Ge, Y.J. and Xiang, H.F. (2006), "Tomorrow's challenge in bridge span length", Proceedings of IABSE Symposium on Responding to Tomorrow's Challenges in Structural Engineering, Budapest, September.
  7. Ge, Y.J. and Xiang, H.F. (2008a), "Aerodynamic challenges in long-span bridges", Proceeding of IstructE Centenary Conference, HongKong, China, January.
  8. Ge, Y.J. and Xiang, H.F. (2008b), "Bridging capacity innovations on cable-supported bridges", Proceeding of the 4th International Conference on Bridge Maintenance, Safety and Management, Seoul, Korea, July.
  9. Ge, Y.J. and Xiang, H.F. (2011), "Extension of bridging capacity of cable-supported bridges using double main-spans or twin parallel decks solutions", Struct. Infras. Eng., 7(7-8), 551-567. https://doi.org/10.1080/15732479.2010.496980
  10. Gimsing, N.J. (2012), Cable Supported Bridges-Concept & Design, Third Edition, John Wiley & Sons Ltd., Chichester.
  11. Gimsing, N.J. (2009), "From bridges across Great Belt and Oresund towards a Femern Belt Bridge", Proceeding of IABSE Symposium, Shanghai, China, January.
  12. Hayashikawa, T. and Watanabe, N. (1982), "Suspension bridge response to moving loads", J. Eng. Mech. Div., 108(6). 1051-1066.
  13. Jiang, H.X. (2010), "Study on structural systems in sea-crossing bridge of floating deep-water foundation", Ph.D. Dissertation, Tongji University, Shanghai, China. (in Chinese)
  14. Jung, J., Kim, J., Baek, J. and Choi. H. (2010), "Practical design of continuous two main-span suspension bridge in Korea", Proceeding of 34th International Symposium on Bridge and Structural Engineering, Venice, Italy, September.
  15. Kitagawa, M., Kashima, N., Fukunaga, S., Anzar, M.A.C.M. and Moriya, T. (2001), "Stability studies of ultra-long four span suspension bridge", Proceeding of IABSE Conference on Cable-supported Bridges, Seoul, Korea, August.
  16. Lewis, W.J. (2012), "A mathematical model for assessment of material requirements for cable supported bridges: Implication for conceptual design", Eng. Struct., 42, 266-277. https://doi.org/10.1016/j.engstruct.2012.04.018
  17. Luo, X.Y., Wang, D.L. and Chen, A.R. (2011), "The landscape design and form finding study of Taizhou Yangtze river highway bridge", International Conference on Electric Technology and Civil Engineering, Wuhan, China, April.
  18. Nazir, C.P. (1986), "Multispan balanced suspension bridge", J. Bridge. Eng., 110(3), 392-404.
  19. Recommended Practice for Planning (1997), Designing and Constructing Tension Leg Platform, American Petroleum Institute, Pennsylvania.
  20. Recommended Practice for Planning (2000), Designing and Constructing Fixed Offshore Platforms-Working Stress Design, American Petroleum Institute, Pennsylvania.
  21. Sato, K. (1971), "Deflection theory of multi-span suspension bridges considering deflection of towers and its numerical examples of various influence lines", Proceedings of Japan Society Civil Engineering, Japan. (in Japanese)
  22. Starossek, U. (1996), "Cable-stayed bridge concept for longer spans", J. Bridge. Eng., 1(3), 99-103. https://doi.org/10.1061/(ASCE)1084-0702(1996)1:3(99)
  23. Svensson, H. (2007), "The development of cable-stayed bridges since John Robling", Proceeding of IABSE Symposium, Weimar, Germany, January.
  24. Sun, B., Chen, J. and Xiao, R.C. (2010), "Preliminary design and parametric study of 1400m partially earth-anchored cable-stayed bridge", Sci. China Technol. Sci., 53(2), 502-511. https://doi.org/10.1007/s11431-010-0041-4
  25. Tang, M.C. (2007), "Evolution of bridge technology", Proceeding of IABSE Symposium, Weimar, Germany, January.
  26. Virlogeux, M. (1999), "Recent evolution of cable-stayed bridges", Eng. Struct., 21, 737-755. https://doi.org/10.1016/S0141-0296(98)00028-5
  27. Yoshida, O., Okuda, M. and Moriya, T. (2004), "Structural characteristics and applicability of four-span suspension bridge", J. Bridge. Eng., 9(5), 453-463. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:5(453)
  28. Yoshimura, T. and Kawahara, M. (2010), "Aerodynamic stability of large suspension bridge using cable frames", Proceeding of the 34th International Symposium on Bridge and Structural Engineering, Venice, Italy, January.
  29. Zhang, W.M., Ge, Y.J. and Levitan, M.L. (2011), "Aerodynamic flutter analysis of a new suspension bridge with double main spans", Wind Struct., 14(3), 187-208. https://doi.org/10.12989/was.2011.14.3.187
  30. Zhang, L.W., Xiao, R.C. and Xia, R.J. (2011a), "Mechanical analysis and study on structural parameter of partially earth-anchored cable-stayed bridge part one: mechanical analysis", Appl. Mech. Mater., 44-47, 1898-1905.
  31. Zhang, L.W., Xiao, R.C. and Xia, R.J. (2011b), "Mechanical analysis and study on structural parameter of partially earth-anchored cable-stayed bridge part two: parametric study", Appl. Mech. Mater., 44-47, 1906-1912.
  32. Zhang, L.W. and Xia, R.J. (2011c), "The reasonable finished dead state research of partially earth-anchored cable-stayed bridge", Adv. Mater. Res., 255-260, 1319-1325. https://doi.org/10.4028/www.scientific.net/AMR.255-260.1319
  33. Zhang, L.W., Xiao, R.C., Jiang, Y. and Chai, S.B. (2012), "The characteristics of the multi-span suspension bridge with double main cables in the vertical plane", Struct. Eng. Mech., 42(3), 291-311 https://doi.org/10.12989/sem.2012.42.3.291

Cited by

  1. Economic performance of cable supported bridges vol.59, pp.4, 2016, https://doi.org/10.12989/sem.2016.59.4.621
  2. Multiple-span suspension bridges: state of the art vol.169, pp.3, 2016, https://doi.org/10.1680/jbren.15.00035
  3. Study on midtower longitudinal stiffness of three-tower four-span suspension bridges with steel truss girders vol.73, pp.6, 2020, https://doi.org/10.12989/sem.2020.73.6.641