جستجوی مقالات مرتبط با کلیدواژه « سد کارون 3 » در نشریات گروه « فناوری اطلاعات »

Fluid-structure interaction may affect strongly on the seismic response of the arch dams. However، the modeling of the arch dams by including the mentioned effect may considered as more complicated problem، especially in the case that the reservoir extended to the infinity and it should be modeled as the semi-infinite domain. In this article، several methods for dynamic analysis of dam with infinite reservoir in frequency domain are reviewed briefly، without any concerning on the mathematical background. After that، some of them are employed in the practical problem. The numerical results show the dynamic responses of “Karoon II” arch dams، which are obtained by including the compressible fluid-structure interaction effect. Furthermore، these results are compared against the results of another famous arch dam (Morrow Point dam)، and some novel remarks are concluded.