[1]
J.F Hall and A.K Chopra, "Two-dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects," Earthq. Eng. Struct, pp. 305-332, 1982.
|
[2]
|
S K Sharan, "Time-Dimain analysis of infinite fluide vibration," vol. 24, pp. 945-958, 1987.
|
[3]
|
A Sommerfeld, Partial differential equations in physics. NY: Academic press, 1949.
|
[4]
|
vahid Lotfi and Adib Khazaee, "Application of perfectly matched layers in the transient analysis dam-reservoir system," Soil Dynamics and Earthquake Engineering, vol. 60, 2014.
|
[5]
|
A Samii and V Lotfi, "High-order adjustable boundary condition for absorbing evanescent modes of waveguides and its application in coupled fluid-structure analysis," Wave Motion, pp. 238-257, 2012.
|
[6]
|
O.C Zienkiewicz, R.L Taylor, and J.Z Zhu, The Finite Element Method.: Butterworth-Heinemann, 2013.
|
[7]
|
A K Chopra, "Hydrodynamic Pressures On Dams During Earthquake," vol. 93, 1967.
|
[8]
|
A.K Chopra, P Chakrabarti, and S Gupta, "Earthquake response of concrete gravity dams including hydrodynamic and foundation interaction, Report No.EERC-80/01," Berkeley, 1980.
|
[9]
|
G Fenves and A.K Chopra, "Effects of reservoir bottom absorption and dam-water-foundation interaction on frequency response functions for concrete gravity dams," Earthq. Eng. Struct, pp. 13-31, 1985.
|
[10]
|
V Lotfi, "Frequency domain analysis of gravity dams including hydrodynamic effects," Dam Engineering, pp. 33-53, 2001.
|
[11]
|
Vahid Lotfi and Ahmad Aftabi Sani, "Linear dynamic analysis of arch dams utilizing modified efficient fluid hyper-element," Engineering and Structures, vol. 29, no. 10, 2007.
|