Transmitting boundary conditions suitable for analysis of dam-reservoir interaction and wave load problems

Applied Mathematical Modelling

Volumn 27, Issue 6, 2003, Pages 451-470

  Cetin M ^a   Mengi, Y ^b  

^a Necatibey Cad No: 112   (Turkey)

^b MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Compressible inviscid fluid; Radiation of waves; Transmitting boundary conditions; Two dimensional

Indexed keywords

BOUNDARY CONDITIONS; CONTINUUM MECHANICS; FLUID DYNAMICS; SURFACE WAVES; VISCOELASTICITY;

TRANSMITTING BOUNDARY CONDITIONS;

DAMS;

BOUNDARY CONDITIONS; COMPRESSIBLE FLUID; DAM; FLUID FLOW; LOADING; RADIATION; RESERVOIR; WAVE;

BOUNDARY CONDITION; COMPRESSIBLE FLOW; MATHEMATICAL ANALYSIS; RADIATION BALANCE; WAVE;

EID: 0038476413     PISSN: 0307904X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0307-904X(03)00048-9     Document Type: Article

References (14)

1. Hall, J. F., Chopra, A. K. (1982). Two dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects. Earthquake Engineering and Structural Dynamics, 10 305.
2. Humar, J. L., Jablonski, A. M. (1988). Boundary element reservoir model for seismic analysis of gravity dams. Earthquake Engineering and Structural Dynamics, 16 1129.
3. Tsai, C. S., Lee, G. C., Ketter, R. L. (1990). A semi-analytical method for time-domain analyses of dam-reservoir interactions. International Journal for Numerical Methods in Engineering, 29 913.
4. Chandrashaker, R., Humar, J. L. (1993). Fluid-foundation interaction in seismic response of gravity dams. Earthquake Engineering and Structural Dynamics, 22 1067.
5. Yang, R., Tsai, C. S., Lee, G. C. (1993). Explicit time-domain transmitting boundary for dam-reservoir interaction analysis. International Journal for Numerical Methods in Engineering, 36 1789.
6. Lotfi, V., Roesset, J. M., Tassoulas, J. L. (1987). A technique for the analysis of the response of dams to earthquakes. Earthquake Engineering and Structural Dynamics, 15 463.
7. Valliapan, S., Zhao, C. (1992). Dynamic response of concrete gravity dams including dam-water-foundation interaction. International Journal for Numerical and Analytical Methods in Geomechanics, 16 79.
8. Wolf, J. P. (1988). Soil-Structure-Interaction Analysis In Time Domain. Englewood Cliffs, NJ: Prentice-Hall.
9. Friedman, B. (1965). Principles and Techniques of Applied Mathematics. New York: John Wiley.
10. Brebbia, C. A., Dominguez, J. (1989). Boundary Elements, An Introductory Course. Southampton: Computational Mechanics Publications.
11. Lee, G. C., Tsai, C. S. (1991). Time domain analyses of dam-reservoir system, I: exact solution. ASCE Journal Engineering Mechanics, 117 1991.
12. Brigham, E. O. (1974). The Fast Fourier Transform. Englewood Cliffs, NJ: Prentice-Hall.
13. Codey, J. W., Lewis, P. A., Welch, P. D. (1969). The fast Fourier transform and its application. IEEE Transactions on Education, 12 27.
14. Bergland, G. D. (1969). A guided tour of the fast Fourier transform. IEEE Spectroscopy, 6 41.