Transmitting boundary conditions suitable for analysis of dam-reservoir interaction and wave load problems
暂无分享,去创建一个
Yalcin Mengi | Y. Mengi | M. Çetin | M. Çetin
[1] Carlos Alberto Brebbia,et al. Boundary Elements: An Introductory Course , 1989 .
[2] G. D. Bergland,et al. A guided tour of the fast Fourier transform , 1969, IEEE Spectrum.
[3] Anil K. Chopra,et al. Two‐dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects , 1982 .
[4] E. O. Brigham,et al. The Fast Fourier Transform , 1967, IEEE Transactions on Systems, Man, and Cybernetics.
[5] George C. Lee,et al. A semi‐analytical method for time‐domain analyses of dam–reservoir interactions , 1990 .
[6] B. Friedman. Principles and Techniques of Applied Mathematics , 1956 .
[7] J. L. Humar,et al. Boundary element reservoir model for seismic analysis of gravity dams , 1988 .
[8] Chongbin Zhao,et al. Dynamic response of concrete gravity dams including dam–water–foundation interaction , 1992 .
[9] J. Wolf. Soil-structure-interaction analysis in time domain , 1988 .
[10] E. Brigham,et al. The fast Fourier transform and its applications , 1988 .
[11] Peter D. Welch,et al. The Fast Fourier Transform and Its Applications , 1969 .
[12] Vahid Lotfi,et al. A technique for the analysis of the response of dams to earthquakes , 1987 .
[13] George C. Lee,et al. Explicit time-domain transmitting boundary for dam-reservoir interaction analysis , 1993 .
[14] J. L. Humar,et al. Fluid–foundation interaction in the seismic response of gravity dams , 1993 .
[15] C. Tsai,et al. Time‐Domain Analyses of Dam‐Reservoir System. I: Exact Solution , 1991 .