Have a personal or library account? Click to login
Seismic Performance of the Pier Considering Structural-Fluid Interaction with ANSYS Software Cover

Seismic Performance of the Pier Considering Structural-Fluid Interaction with ANSYS Software

Open Access
|Dec 2017

References

  1. Morison, J.R., O'Brien, M. P., Johnson, J. w. and Schaff, S. A., 1950. The Force Exerted by Surface Waves on Piles. Petrolem Trans., AIME, Vol.189, pp149-157.10.2118/950149-G
  2. Ghatarband, M. and M. Behdarvandi Askar, 2016. Investigation of the Effect of the Circular Stands Diameters of Marine Structures and the Distances between Them on Wave Run-up and Force, Marine Science 6(1): 11-15.
  3. Sarpkaya, T.and Isaacson, M., 1981. Mechanics of Wave Forces on offshore Structures, Litton Educational publishing.
  4. S.K. Sharan, 1987. Time-Domain Analysis of Infinite Fluid Vibration, International Journal for Numerical Method in Engineering, Vol, 24, pp.945-958.10.1002/nme.1620240508
  5. R. Yang, C.S. Tsai, G.c. Lee, 1993. Explicit Time-Domain Transmitting Boundary for Dam – Reservoir Interaction Analysis, Internationl Journal for Numerical Methods in Engineering, Vol. 36, pp.1789-1804.10.1002/nme.1620361102
  6. C.S. Tsai, G.C. Lee, R.L.ketter, 1900. A Semi-Analytical Method for Time-Domain Analysis as Damreservoir Interactions. International Journal for Numerical Methods in Engineering, Vol. 29, pp. 913-933.10.1002/nme.1620290502
  7. N. Mizutani, A.M.Mostafa, 1998. Dynamic Interaction of Nonlinear Waves and a Seawall over Sand Seabed. Int. Journal of Offshore and polar Engineering. Vol.8, No.1, March, pp. 30-38.
  8. Golafshani et al. examining existing regulations on marine structures and pre-construction standards for the levels of marine fixed platforms.
  9. Nagipour, Librarianship, Valery Protaj, 2008. Hydrodynamic Force Estimation of Waves Inflicted on Skinny Marine Structures by SI Method, Amir Kabir University of Technology, Rasoulh Eshad.
  10. Shafieifar et al. In this research, the interaction of structure and wave and the effect of structural motion and response
  11. Fenton J. D., year? A fifith-order stokes theory for steady waves, Journal water way, port, coastal & ocean Engineering Vol. III, No2, pp.216-234.10.1061/(ASCE)0733-950X(1985)111:2(216)
  12. Malek and Keinia, 2007. Dynamic behavior of quays under the influence of waves and earthquakes, Master's thesis, Isfahan University of Technology.
  13. Golshani, A.A., 1998. Interaction of Sea Waves with Axial Constructive Structures in Time Spaces Using Transitional Boundaries, Master's Thesis, Faculty of Engineering, Tehran University.
  14. Rashidinasab, M. and M. Behdarvandi Askar, 2017. Modeling the Pressure Distribution and the Changes of Water Level around the Offshore Platforms Exposed to Waves, Using the Numerical Model of Flow 3D.” Computational Water, Energy, and Environmental Engineering 06(01).10.4236/cweee.2017.61008
Language: English
Page range: 25 - 30
Submitted on: Aug 15, 2017
Accepted on: Sep 20, 2017
Published on: Dec 29, 2017
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2017 M. Falahati, M. Behdarvandi Askar, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.