Have a personal or library account? Click to login
Simplified Analytical Methods to Analyze Lock Gates Submitted to Ship Collisions and Earthquakes Cover

Simplified Analytical Methods to Analyze Lock Gates Submitted to Ship Collisions and Earthquakes

Open Access
|Oct 2015

References

  1. [1]. Buldgen L., Le Sourne H., Rigo P. (2012). Simplified analytical method for estimating the resistance of lock gates to ship impacts, Journal of Applied Mathematics, Vol. 2012, 2012, pp. 1-39.
  2. [2]. Buldgen L., Le Sourne H., Rigo P. (2013). Fast strength assessment of mitre gates to ship impact, International Journal of Crashworthiness, Vol. 18, pp. 1-21.
  3. [3]. Le Sourne H., Rodet J.C., Clanet C. (2002). Crashworthiness analysis of a lock gate impacted by two river ships, International Journal of Crashworthiness, Vol. 7, pp. 371-396.
  4. [4]. Buldgen L., Le Sourne H., Rigo, P. 2013. A simplified procedure to assess the strength of a ship impacting a lock miter gate, Proceedings of the ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering.10.1115/OMAE2013-11067
  5. [5]. Zhang S.M. (1999). The mechanics of ship collisions, PhD Thesis, Department of Naval Architecture and Offshore Engineering, Technical University of Denmark.
  6. [6]. Hong L., Amdahl J. (2008). Crushing resistance of web girders in ship collision and grounding, Marine Structures, Vol. 21, pp. 374-401.
  7. [7]. Simonsen B.C. (1998). Ship grounding on rock - I. Theory, Marine Structures, Vol. 10, pp. 519-562.
  8. [8]. Simonsen B.C., Ocakli H. (1999). Experiments and theory on deck girder crushing, Thin-Walled Structures, Vol. 34, pp. 195-216.
  9. [9]. Amdahl J. (1983). Energy Absorption in ship-platform impact, PhD Thesis, Department of Marine Technology, Norwegian University of Science and Technology.
  10. [10]. Buldgen L. (2015), Simplified analytical methods for the crashworthiness and the seismic design of lock gates, PhD Thesis, Structural Engineering Department, University of Liège.10.1179/0937725515Z.00000000012
  11. [11]. Westergaard H.M. (1933). Water pressure on dams during earthquakes, Transactions of the American Society of Civil Engineers, Vol. 98, pp. 418-433.
  12. [12]. Haroun M.A. (1984). Stress analysis of rectangular walls under seismically induced hydrodynamic loads, Bulletin of Seismological Society of America, Vol. 74, pp. 1031-1041.
  13. [13]. Housner G.W. (1974). Dynamic pressures on accelerated fluid containers, Bulletin of Seismological Society of America, Vol. 47, pp. 15-37.
  14. [14]. Ibrahim R.A. (2005). Liquid sloshing dynamics: theory and applications, Cambridge University Press.10.1017/CBO9780511536656
  15. [15]. Epstein H.I. (1976). Seismic design of liquid storage tanks, Journal of the Structural Division, Vol. 102, pp. 1659-1673.
  16. [16]. Shames I.H. & Dym C.L. (1995). Energy and finite element methods in structural mechanics, New Age International.
  17. [17]. Leissa A.W. (1973). The free vibration of rectangular plates, Journal of Sound and Vibration, Vol. 31, pp. 257-293.
  18. [18]. Buldgen L., Gazerzadeh A., Bela A., Rigo P., Le Sourne H. (2014). A simplified procedure to assess the dynamic pressures on lock gates, Proceedings of the ICTWS 2014 7th Conference on Thin-Walled Structures.
  19. [19]. Kim J.K., Koh K.H., Kwahk I.J. (1996). Dynamic response of rectangular flexible fluid containers, Journal of Engineering Mechanics, Vol. 122, pp. 807-817.
  20. [20]. Forsyth G., Porteous A. (2000). The design and construction of seismically qualified steel caissons at Rosyth Royal Dockyard, The Structural Engineer, Vol. 78, pp. 24-31.
  21. [21]. Hallquist J.O. (2006). LS-DYNA theoretical manual, Livermore Software Technology Corporation.
Language: English
Page range: 8 - 22
Published on: Oct 29, 2015
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2015 Loic Buldgen, Andreea Bela, Rigo Philippe, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.