Semi Analytical Time Domain Dam-Reservoir Interaction with Discrete Singular Convolution Method
Abstract
In this paper, time-domain dynamic analysis of dam - infinite reservoir is studied. A numerical method, discrete singular convolution (DSC), which seems to be efficient and simple, has been used to model the mixed boundary conditions. After a brief introduction, DSC is applied to model the equation of motion of fluid-structure with constant cross section subjected to El-Centro (1940) earthquake. To show the accuracy and reliability of DSC method, the results have been compared with the Lee & Tsai method as a benchmark. The results show the competency of the proposed method to model Dam-Reservoir systems.
. (2008). Semi Analytical Time Domain Dam-Reservoir Interaction with Discrete Singular Convolution Method. (e26933). University College of Engineering, 42(4), e26933
MLA
. "Semi Analytical Time Domain Dam-Reservoir Interaction with Discrete Singular Convolution Method" .e26933 , University College of Engineering, 42, 4, 2008, e26933.
HARVARD
. (2008). 'Semi Analytical Time Domain Dam-Reservoir Interaction with Discrete Singular Convolution Method', University College of Engineering, 42(4), e26933.
CHICAGO
, "Semi Analytical Time Domain Dam-Reservoir Interaction with Discrete Singular Convolution Method." University College of Engineering, 42 4 (2008): e26933,
VANCOUVER
. Semi Analytical Time Domain Dam-Reservoir Interaction with Discrete Singular Convolution Method. University College of Engineering. 2008;42(4):e26933 (In Persian).
