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درکنش سد و مخزن در دامنه زمان به وسیله روش انتگرال حلقوی منفرد مجزا (DSC) | ||
| Journal of Algorithms and Computation | ||
| مقاله 6، دوره 42، شماره 4، آبان 2008، صفحه 497-508 اصل مقاله (469.63 K) | ||
| نوع مقاله: Research Paper | ||
| شناسه دیجیتال (DOI): 10.22059/jac.2013.7768 | ||
| نویسندگان | ||
| Kianoush Karimi؛ Reza Attarnejad* | ||
| چکیده | ||
| 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. | ||
| کلیدواژهها | ||
| Dam؛ Reservoir interaction؛ Time Domain Analysis؛ Discrete Singular Convolution | ||
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