تحلیل دینامیکی سد‌های بتنی وزنی با استفاده از المان نیمه بی نهایت سیال بهینه

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[5]Sommerfeld, A.; “Partial differential equations in  physics”, Academic Press, NY. 1949._

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[7]Tan, H.; Chopra, A.K.; “Earthquake Analysis of Arch Dams Including Dam-Water-Foundation Rock Interaction”, Earthquake Engineering and Structural Dynamics, vol.24, p.p. 1453-1474, 1995._

[8]Fok, K.L.; Chopra, A.; “Earthquake Analysis and response of concrete arch dams”, Report No EERC-85/07, University of California, Berkeley,US, July, 1985.__

[9]Tajirian, F.F.; “Impedance matrices and interpolation_ techniques 3-D_ interaction analysis by the flexible volume method”, Ph.D.

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[10]Lotfi, V.; “An efficient three dimensional fluid  hyper-element for dynamic analysis of concrete arch dam”, Structural Engineering and_Mechanics,vol.24, No.6, p.p.683-698, 2006.

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[12]Lotfi, V.; “Direct frequency domain analysis of concrete arch dams based on FE-(FE-HE)-BE technique”, Journal of Computers and Concrete,vol. 1, ,Issue 3, p.p. 285-302, 2004._

[13]Lotfi, V.; Rosset, J.M. and J. Tassoulas;, “A Technique for the analysis of the response of dams to earthquakes”, Earthquake Engineering and Structural Dynamics, vol. 15, p.p. 463-490, 1987.