Boundary element reservoir model for seismic analysis of gravity dams
暂无分享,去创建一个
[1] G. de Mey,et al. A simplified integral equation method for the calculation of the eigenvalues of Helmholtz equation , 1977 .
[2] G. Mey. Calculation of eigenvalues of the Helmholtz equation by an integral equation , 1976 .
[3] J. F. Hall,et al. Hydrodynamic effects in the dynamic response of concrete gravity dams , 1982 .
[4] Anil K. Chopra,et al. Two‐dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects , 1982 .
[5] Jagmohan L. Humar,et al. Boundary Element Analysis of Fluid Domain , 1982 .
[6] Vahid Lotfi,et al. A technique for the analysis of the response of dams to earthquakes , 1987 .
[7] G. Stewart,et al. An Algorithm for Generalized Matrix Eigenvalue Problems. , 1973 .
[8] Anil K. Chopra,et al. Earthquake analysis of concrete gravity dams including dam‐water‐foundation rock interaction , 1981 .
[9] Anil K. Chopra,et al. A Computer Program for Earthquake Analysis of Gravity Dams Including Hydrodynamic Interaction , 1973 .
[10] Shailendra K. Sharan. A non-reflecting boundary in fluid-structure interaction , 1987 .
[11] George C. Lee,et al. Arch dam-fluid interactions: By fem-bem and substructure concept , 1987 .