Abstract
The paper briefly outlines current design philosophies for floating bridges, with special reference to aspects that are deemed to be of interest in the context of very large floating structures. Since the design of submerged floating tunnels is done by people in the same milieu and deals with many of the same problems as in the design of floating bridges, while being in some respects more critical, some of the design philosophy of that subject is also included. The design philosophy and methodology for floating and submerged tunnel bridges draws heavily on Norwegian experiences in two large fields: offshore structures and conventional bridges.
Similar content being viewed by others
References
Amundsen FH, Østenstad G (1994) Driver opinions of subsea tunnels. Strait Crossings 94:493–498
Nermoen B, Beitnes A, Fursand K (1994) FATIMA: The longest subsea road tunnel in the world in 1997. Strait Crossings 94:343–346.
Braathen S, Hervik A, Odeck J (1994) Ferry connections: Still an alternative? Strait Crossings 94:861–866
Götestam KG (1994) Occurrence of tunnel phobia in Norway. Strait Crossings 94:499–508
Solland G, Landet E, Tronskar JP (1994) Use of high strength in Norwegian floating bridges. Strait Crossings 94:729–734.
Meaas P, Landet E, Vindøy V (1994) Design of the Salhus floating bridge (Nordhordland bridge). Strait Crossings 94:729–734.
Østlid H (1993) Submerged floating tube, a new construction with special advantages in environmental sensitive areas. XII Word Congress of the IABSE (International Association for Bridge and Structural Engineering), Madrid
Lind NC (1977) Reliability-based structural codes. Optimization theory. In: Holand I, Kavlie D, Moe G, Sigbjörnsen R (eds) Safety of structures under dynamic loading. Tapir, Trondheim.
Haagensen P (1993) Life extension and repair of welded structures. Paper presented at Fatigue under spectrum loading and in corrosive environments Conference at the Technical University of Denmark, Aug
Maage M (1996) An historical review of Norwegian standards for durable marine concrete structures. Invited paper at the third CANMET/ACI international conference on performance of concrete in marine environment. August 4–9, St. Andrew-by-the-Sea, NB, Canada.
Tromposch EW, Dunaszegi L, Gjørv OE, Langley WS (1996) Correction protection philosophy. Proceedings of the thrid CANMET/ACI international conference on performance of concrete in marine environment. August 4–9, St. Andrew-by-the-Sea, NB, Canada
Moksnes J, Sandvik M (1996) Offshore concrete in the North Sea—A review of 25 years continuous development and practice in concrete technology. In: Metha PK (ed) Proceedings of the Odd E. Gjørv symposium on concrete for marine structures. St. Andrew-by-the-Sea, NB, Canada, pp 1–22
Tørum A (1991) Coastal engineering (in Norwegian). Lecture Notes, K-1-1991, Department of Structural Engineering, NTNU
Utnes T, Brørs B (1993) Numerical modeling of 3-D circulations in restricted waters. J App Math Model 17:4522–4535
Moe G (1989) Loads on tubular and floating bridges (in Norwegian). Course at NTH, NIF, January
Østlid H, Myrvoll F, Hansvold C, Jordet E (1995) The Norwegian road to improved bridge quality. Brochure, Norwegian Public Road Administration, Oslo
Larssen RM, Leira BJ, Remseth S (1996) Structural parameter identification of marine bridges. Proceedings of the offshore mechanics and arctic engineering (OMAE)
Author information
Authors and Affiliations
About this article
Cite this article
Moe, G. Design philosophy of floating bridges with emphasis on ways to ensure long life. J Mar Sci Technol 2, 182–189 (1997). https://doi.org/10.1007/BF02489809
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1007/BF02489809