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Tytuł artykułu

Analysis on Wave Forces Acting on Box Girder of Twin-Decks Offshore Bridge

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Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
PL
Analiza sił działających na dźwigar dwupoziomowego mostu morskiego
Języki publikacji
EN
Abstrakty
EN
Based on the practice twin-decks bridge and model test, and considering different deck elevation and the different wave factor, the wave loads of various models were simulated using the 2D numerical wave tank, and compare with the corresponding experimental values and theoretical values. All the wave forces have the tendency to decrease after they reach the maximum with the increase of bridge elevation, and there exists the most dangerous bridge elevation under wave action. The optimum elevation of the bridge deck in this paper is recommended +5.5~+6.0 m.
PL
W artykule analizowano siły działające na skutek ruchu fal na dźwigar mostu morskiego dwupoziomowego. Do symulacji wykorzystano metody numeryczne i określono najbardziej niebezpieczne wyniesienie mostu.
Rocznik
Strony
29--32
Opis fizyczny
Bibliogr. 14 poz., rys., tab.
Twórcy
autor
  • Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
autor
  • Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
autor
  • Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
autor
  • Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology
Bibliografia
  • 1. Weggel J. R., Journal of Waterway, Port, Coastal and Ocean Engineering, 123(1997), 143-146
  • 2. Bea R. G., Iversen R and Xu T., Journal of Offshore Mechanics and Artic Engineering, 123(2001), 10-21
  • 3. Xiao X. L., Technology of Highway and Transport, (2001), No.1, 76-79 (in Chinese)
  • 4. Zhang X. T., Chen A.R., Wang C. and Gao K. N., Advanced Materials Research, 163-167(2011), 4083-4087
  • 5. Tong D. S., Xie S. W., Pang T. Z and Yang X. B., China Harbour Engineering, 6 (2003), 41-44(in Chinese)
  • 6. Chen Q., Zhao H., Hu K. and Douglass S. L., Journal of Waterway, Port, Coastal and Ocean Engineering, 131 (2005), No. 4, 137-148
  • 7. Douglass S. L., Chen Q. J., Olsen J. M., Edge B. L. and Brown D., U.S. Department of Transportation Federal Highway Administration Office of Bridge Technology Washington, DC (2006)
  • 8. Li S. Z, Harbin Institute of Technology, Harbin (2006) (in Chinese)
  • 9. Cuomo G., Shimosako K. I. and Takahashi S., Coastal Engineering, 56(2009), 793-809
  • 10. Zhang X. T. and Chen A. R., in International symposium on life-cycle performance of bridges and structures, Edited J. R. Zhang and C. S. Cai, Science Press, Beijing (2010), 972-977
  • 11. The First Harbour Engineering Investigation and Design Institute of the Ministry of Communications, Handbook for design of sea Harbours, China Communications Press, Beijing (2001) (in Chinese)
  • 12. Ministry of Transport of the PRC, Wave model test regulation, JTJ/T 234-2001, China Communications Press, Beijing (2002) (in Chinese)
  • 13. Zhang C. H., Analysis on ANSYS 12.0 Engineering Application Example of Structural Analysis, China Machine Press, Beijing (2010) (in Chinese)
  • 14. Fluent Inc, FLUENT 6.2 User's Guide, (2005)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b64d30bf-9017-4337-8339-b4cb48261cd9
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