1 |
Basu, U. and Chopra, A.K. (2003), "Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation", Comput. Meth. Appl. Mech. Eng., 192(11-12), 1337- 1375.
DOI
ScienceOn
|
2 |
Berenger, J.P. (1994), "A perfectly matched layer for the absorption of electromagnetic waves", J. Comput. Phys., 114(2), 185-200.
DOI
ScienceOn
|
3 |
Chew, W.C. and Weedon, W.H. (1994), "A 3D perfectly matched medium from modified Maxwell's equations with stretched coordinates", Microw. Opt. Techn. Let., 7(13), 599-604.
DOI
ScienceOn
|
4 |
Chopra, A.K. (1967), "Hydrodynamic pressure on dams during earthquake", J. Eng. Mech.-ASCE, 93, 205-223.
|
5 |
Chopra, A.K., Chakrabarti, P. and Gupta, S. (1980), Earthquake response of concrete gravity dams including hydrodynamic and foundation interaction effects. Report No. EERC-80/01, University of California, Berkeley.
|
6 |
Fenves, G. and Chopra, A.K. (1985), "Effects of reservoir bottom absorption and dam-water-foundation interaction on frequency response functions for concrete gravity dams", Earthq. Eng. Struct. D., 13(1), 13-31.
DOI
|
7 |
Givoli, D. and Neta, B. (2003), "High order non-reflecting boundary scheme for time-dependent waves", J. Comput. Phys., 186(1), 24-46.
DOI
ScienceOn
|
8 |
Givoli, D., Hagstrom, T. and Patlashenko, I. (2006), "Finite-element formulation with high-order absorbing conditions for time-dependent waves", Comput. Meth. Appl. M., 195(29-32), 3666-3690.
DOI
ScienceOn
|
9 |
Hagstrom, T. and Warburton, T. (2004), "A new auxiliary variable formulation of high order local radiation boundary condition: corner compatibility conditions and extensions to first-order systems", Wave Motion, 39(4), 327-338.
DOI
ScienceOn
|
10 |
Hall, J.F. and Chopra, A.K. (1982), "Two-dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects", Earthq. Eng. Struct. D., 10(2), 305-332.
DOI
|
11 |
Higdon, R.L. (1986), "Absorbing boundary conditions for difference approximations to the multi-dimensional wave equation", Math. Comput., 47(176), 437-459.
DOI
|
12 |
Lotfi, V. (2001), "Frequency domain analysis of gravity dams including hydrodynamic effects", Dam Eng., 12(1), 33-53.
|
13 |
Sharan, S.K. (1987), "Time domain analysis of infinite fluid vibration", Int. J. Numer. Meth. Eng., 24(5), 945- 958.
DOI
ScienceOn
|
14 |
Sommerfeld, A. (1949), Partial differential equations in physics. Academic press, NY.
|
15 |
Waas, G. (1972), Linear two-dimensional analysis of soil dynamics problems in semi-infinite layered media. Ph.D. Dissertation, University of California, Berkeley, California.
|
16 |
Zienkiewicz, O.C. and Taylor, R.L. (2000), The finite element method, Butterworth-Heinmann.
|