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.
Karimi, K., & Attarnejad, R. (2013). درکنش سد و مخزن در دامنه زمان به وسیله روش انتگرال حلقوی منفرد مجزا (DSC). Journal of Algorithms and Computation, 42(4), 497-508. doi: 10.22059/jac.2013.7768
MLA
Kianoush Karimi; Reza Attarnejad. "درکنش سد و مخزن در دامنه زمان به وسیله روش انتگرال حلقوی منفرد مجزا (DSC)". Journal of Algorithms and Computation, 42, 4, 2013, 497-508. doi: 10.22059/jac.2013.7768
HARVARD
Karimi, K., Attarnejad, R. (2013). 'درکنش سد و مخزن در دامنه زمان به وسیله روش انتگرال حلقوی منفرد مجزا (DSC)', Journal of Algorithms and Computation, 42(4), pp. 497-508. doi: 10.22059/jac.2013.7768
VANCOUVER
Karimi, K., Attarnejad, R. درکنش سد و مخزن در دامنه زمان به وسیله روش انتگرال حلقوی منفرد مجزا (DSC). Journal of Algorithms and Computation, 2013; 42(4): 497-508. doi: 10.22059/jac.2013.7768
)