Refrences:
1.Wilson, E.L. and Khalvati, M. Finite elements for the dynamic analysis of uid-solid systems", International Journal of Numerical Methods in Engineering, 19, pp. 1657-1668 (1983).
2. Bathe, K.J. and Hahn, W. On transient analysis of fluid-structure systems", Computers & Structures, 10, pp. 383-391 (1979).
3. Hamdi, M.A., Ousset, Y. and Verchery, G. A displacement method for the analysis of coupled fluid-structure systems", International Journal of Numerical Methods in Engineering, 13, pp. 139-150 (1978).
4. Everstine, G.C. A symmetric potential formulation for uid-structure interaction", Letter to the Editor, Journal of Sound and Vibrations, 79, pp. 157-160 (1981). 5. Olson, L.G. and Bathe, K.J. Analysis of uidstructure interaction. A direct symmetric coupled formulation based on the velocity potential", Computers & Structures, 21, pp. 21-32 (1985). 6. Zienkiewicz, O.C. and Bettess, P. Fluid-structure dynamic interaction and wave forces", International Journal of Numerical Methods in Engineering, 13, pp. 1-16 (1978). 7. Zienkiewicz, O.C., Paul, D.K., and Hinton, E. Cavitation in uid-structure response (with particular reference to dams under earthquake loading)", Journal of Earthquake Engineering and Structural Dynamics, 11, pp. 463-481 (1983). 8. Hellgren, R. and Gasch, T. Fluid structure interaction", International Water Power and Dam Construction, 8, pp. 40-45 (2015). 9. Jafari, M. and Lot_, V. Dynamic analysis of concrete gravity dam-reservoir systems by Wavenumber approach for the general reservoir base condition", International Journal of Science and Technology, Scientia Iranica, 25(6), pp. 3054-3065 (2018). 10. Khazaee, A. and Lot_, V. Application of perfectly matched layers in the transient analysis of damreservoir systems", Journal of Soil Dynamics and Earthquake Engineering, 60(1), pp. 51-68 (2014). 11. Pelecanos, L., Kontoe, S., and Zdravkovi_c, L. Damreservoir interaction e_ects in the elastic dynamic response ofconcrete and earth dams", Soil Dynamics and Earthquake Engineering, 82, pp. 138-141 (2016). 12. Omidi, O. and Lot_, V. A symmetric implementation of pressure-based uid-structure interaction for nonlinear seismic analysis of arch dams", Journal of Fluids and Structures, 69(1), pp. 34-55 (2017). 13. Zienkiewicz, O.C. and Taylor, R.L., The Finite Element Method, 1, Butterworth-Heinemann (2000). 14. Ohayon, R. and Valid, R. True symmetric formulation of free vibrations for uid-structure interaction in bounded media", in R.W. Lewis, P. Bettess, and E. Hinton, eds., Numerical Methods in Coupled Systems, Wiley, Chichester (1984). 15. Felippa, C.A. and Ohayon, R. Mixed variational formulation of _nite element analysis of acoustoelastic/ slosh uid-structure interaction", Journal of Fluid and Structures, 4, pp. 35-57 (1990). 16. Bathe, K.J., Finite Element Procedures, Prentice Hall (1996). 17. Hall, J.F. and Chopra, A.K. Dynamic analysis of arch dams including hydrodynamic e_ects", Journal of Engineering Mechanics Div., ASCE, 109(1), pp. 149- 163 (1983).
)
