1Liaw C Y, Chopra A K. Dynamics of towers surrounded by water[ J]. Earthquake Engineering and Structural Dynamics,1974, 3(1) :33-49.
2Goyal A, Chopra A K. Earthquake analysis of intake-outlet towers including tower-water-foundation-soil interaction [ J ]. Earthquake Engineering and Structural Dynamics, 1989, 18(3) :325-344.
3Williams A N. Earthquake response of submerged circular cylinder[J]. Ocean Engineering, 1986, 13(6):569-585.
4Mccormick M E. Hydrodynamic coefficients of a monolithic circular offshore structure[ J]. Earthquake Engineering and Structural Dynamics, 1989, 18(2): 199-216.
5Yamada Y, Iemura H, Kawano K, et al. Seismic response of offshore structures in random seas [ J ]. Earthquake Engineering and Structural Dynamics, 1989, 18(7) :965-981.
6Veletsos A S, Prasad A M, Hahn G. Fluid-structure interaction effects for offshore structures [J]. Earthquake Engineering and Structural Dynamics, 1988, 16 ( 5 ) : 631-652.
7Sun K, Nogami T. Earthquake induced hydrodynamic pressure on axisymmetric offshore structures [ J ]. Earthquake Engineering and Structural Dynamics, 1991, 20(5) : 429-dd0.
8Aviles J, Sanchez-Sesma F J. Water pressures on rigid gravity dams with finite reservoir during earthquakes [J]. Earthquake Engineering and Structural Dynamics, 1989, 18(4) : 527-537.
9Wepf D H, Wolf J P, Bachmann H. Hydrodynamic-stiffness matrix based on boundary elements for time-domain damreservoir-soil analysis [ J ]. Earthquake Engineering and Structural Dynamics, 1988, 16(3): 417-432.
10Zhou D, Cheung Y K. Vibration of vertical rectangular plate in contact with water on one side[ J ]. Earthquake Engineering and Structural Dynamics, 2000, 29(5) : 693-710.
