Lumped‐parameter model and recursive evaluation of interaction forces of semi‐infinite uniform fluid channel for time‐domain dam‐reservoir analysis
暂无分享,去创建一个
[1] Alexander H.-D. Cheng,et al. Boundary Solutions for Fluid‐Structure Interaction , 1984 .
[2] Wilfred D. Iwan,et al. Dynamic Analysis of Short-Length Gravity Dams , 1985 .
[3] George C. Lee,et al. Method for Transient Analysis of Three‐Dimensional Dam‐Reservoir Interactions , 1990 .
[4] Hugo Bachmann,et al. Hydrodynamic-stiffness matrix based on boundary elements for time-domain dam-reservoir-soil analysis , 1988 .
[5] John P. Wolf,et al. Consistent lumped‐parameter models for unbounded soil: Physical representation , 1991 .
[6] John P. Wolf,et al. Recursive Evaluation of Interaction Forces of Unbounded Soil in Frequency Domain , 1989 .
[7] Masato Motosaka,et al. Recursive evaluation of interaction forces of unbounded soil in the time domain , 1989 .
[8] H. Shen,et al. Two-D flow with sediment by characteristics method , 1984 .
[9] John P. Wolf,et al. Consistent lumped‐parameter models for unbounded soil: Frequency‐independent stiffness, damping and mass matrices , 1991 .
[10] Anil K. Chopra,et al. Dynamic Analysis of Arch Dams Including Hydrodynamic Effects , 1983 .
[11] Anil K. Chopra,et al. Two‐dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects , 1982 .
[12] O. Estorff,et al. Analysis of absorption effects on the dynamic response of dam reservoir systems by boundary element methods , 1987 .
[13] Masato Motosaka,et al. Recursive Evaluation of Interaction Forces of Unbounded Soil in the Time Domain from Dynamic-Stiffness Coefficients in the Frequency Domain , 1989 .