英语翻译[1]L.G.Olson,K.-J.Bathe,Astudyofdisplacement-basedfluidfiniteelementsforcalculatingfrequenciesoffluidandfluid–structuresystems,Nucl.Eng.Design76(1983)137–151.[2]A.K.Chopra,Earthquakebehaviourofreservoir–damsys

Question

英语翻译
[1] L.G.Olson,K.-J.Bathe,A study of displacement-based fluid finite elements for calculating frequencies of fluid and fluid–structure systems,Nucl.Eng.Design 76 (1983) 137–151.
[2] A.K.Chopra,Earthquake behaviour of reservoir–dam systems,J.Eng.Mech.Div.ASCE 94 (EM6) (1968) 1475–1500.
[3] W.D.L.Finn,E.Varo˘glu,Dynamics of gravity dam–reservoir systems,Comput.Struct.3 (1973) 913–924.1376 A.Bayraktar et al./ Finite Elements in Analysis and Design 41 (2005) 1365–1376
[4] S.S.Saini,P.Bettess,O.C.Zienkiewicz,Coupled hydrodynamic response of concrete gravity dams using finite and infinite elements,Earthquake Eng.Struct.Dyn.6 (1978) 363–374.
[5] A.K.Chopra,P.Chakrabarti,Earthquake analysis of concrete gravity dams including dam–water–foundation rock interaction,Earthquake Eng.Struct.Dyn.9 (1981) 363–383.
[6] G.Fenves,A.K.Chopra,Earthquake analysis of concrete gravity dams including reservoir bottom absorption and dam–water–foundation rock interaction,Earthquake Eng.Struct.Dyn.12 (1984) 663–680.
[7] E.J.Greeves,A.A.Dumanoˇglu,The implementation of an efficient computer analysis for fluid–structure interaction using the Eulerian approach within SAP-IV,Report No.UCB/EE 89-10,Department of Civil Engineering,University of Bristol,Bristol,1989.
[8] A.C.Singhal,Comparison of computer codes for seismic analysis of dams,Comput.Struct.38 (1) (1991) 107–112.

Answer 1

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