[1]
Fenves G, Chopra A K. Earthquake analysis of concrete gravity dams including reservoir bottom absorption and dam-water-foundation rock interaction[ J] . Earthquake Engineering and Structural Dynamics, 1984, 12(5): 663- 680.
DOI: 10.1002/eqe.4290120507
Google Scholar
[2]
Fenves G, Chopra A K. Effects of reservoir bottom absorption and dam-water-foundation rock interaction on frequency response functions for concrete gravity dams[J]. Earthquake Engineering Structural Dynamics, 1985, 13(1): 13-31.
DOI: 10.1002/eqe.4290130104
Google Scholar
[3]
Bougacha S, Tassoulas J L. Seismic response of gravity dams I: Modeling of sediments[J]. Journal of Engineering Mechanics, ASCE, 1991, 117(8): 1826-1837.
DOI: 10.1061/(asce)0733-9399(1991)117:8(1826)
Google Scholar
[4]
Dominguez J, Gallego R, Japon B R. Effects of porous sediments on seismic response of concrete gravity dams[J]. Journal of Engineering Mechanics, ASCE, 1997, 123(4): 302-311.
DOI: 10.1061/(asce)0733-9399(1997)123:4(302)
Google Scholar
[5]
WANG Jinting, DU Xiuli, ZHANG Chuhan. Explicit finite element model for dynamic analysis of dam-reservoir-sediment- foundation system[J]. Journal of Tsinghua University, 2003, 43(8): 1112-1115. (in Chinese).
Google Scholar
[6]
Zienkiewicz O C, Bettes P. Soil and other saturated media under transient, dynamic conditions: General formulation and the validity of various simplifying assumptions [M]/ Pande G N, Zienkiewicz O C. Soil Mechanics Transient and Cyclilc Loads, New York: Wiley, 1982: 1-16.
Google Scholar
[7]
HE Xiangli, LI Tongchun. Dynamic Analysis for infinite saturated foundation based on gradual enlargement mesh method[J]. Engineering Mechanics, 2010, 27(4): 149-152. (in Chinese).
Google Scholar
[8]
HE Xiangli, LI Tongchun. Local incompatible mesh method for infinite media wave problems [J]. Journal of Vibrat io n Eng ineering, 2006, 19(1): 124-127. (in Chinese).
Google Scholar
[9]
HE Xiangli, LI Tongchun. Application of viscous-spring artificial Boundary in Dynamic Response Analysis of Gravity Dam[J]. Water Resources and Power, 2006, 24(1): 30-31. (in Chinese).
Google Scholar