Karabalis D L,Huang C F D.3-D foundation-soil-foundation interaction[C]//Proceedings of the 9th International Conference on Boundary Element Technology.Paris,France,1994:197-209.
[2]
Karabalis D L,Mohammadi M.3-D dynamic foundation-soil-foundation interaction on layered soil[J].Soil Dynamics and Earthquake Engineering,1998,17:139-152.
[3]
Huang C F D.Dynamic soil-foundation and foundation-soil-foundation interaction in 3-D[D].Ph.D.Dissertation,Department of Civil Engineering,University of South Carolina,Columbia,South Carolina,1993.
[4]
Mulliken J S,Karabalis D L.Discrete model for dynamic through-the-soil coupling of 3-D foundations and structures[J].Earthquake Engineering and Structural Dynamics,1998,27(7):687-710.
Yahyai M,Mirtaheri M,Mahoutian M,et al.Soil structure interaction between two adjacent buildings under earthquake load[J].American Journal of Engineering and Applied Sciences,2008,1(2):121-125.
[8]
Padrón L A,Aznárez J J,Maeso O.Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model[J].Soil Dynamics and Earthquake Engineering,2009,29(6):1084-1096.
[9]
Groby J P,Tsogka C,Wirgin A.Simulation of seismic response in a city-like environment[J].Soil Dynamics and Earthquake Engineering,2005,25(7-10):487-504.
[10]
Tsogka C,Wirgin A.Simulation of seismic response in an idealized city[J].Soil Dynamics and Earthquake Engineering,2003,23(5):391-402.
[11]
Clouteau D,Aubry D.Modifications of the ground motion in dense urban areas[J].Journal of Computational Acoustics,2001,9(4):1659-1675.
[12]
Kham M,Semblat J F,Bard P Y.Seismic site-city interaction:Main governing phenomena through simplified numerical models[J].Bulletin of the Seismological Society of America,2006,96(5):1934-1951.
[13]
Warburton G B,Richardson J D,Webster J J.Forced vibrations of two masses on an elastic half space[J].Journal of Applied Mechanics,Trans-actions ASME,1971,38(1):48-56.
[14]
Kobori T,Minai R,Kusakabe K.Dynamic characteristics of soil-structure cross-interaction system[J].Bulletin of the Disaster Prevention Research Institute,Kyoto University,1973,13(3):111-151.
[15]
Luco J E,Contesse L.Dynamic structure-soil-structure interaction[J].Bulletin of the Seismological Society of America,1973,63(4):1289-1303.
[16]
Wong H L,Trifunac M D.Two-dimensional,antiplane,building-soil-building interaction for two or more buildings and for incident plane SH waves[J].Bulletin of the Seismological Society of America,1975,65(6):1863-1885.
[17]
Murakami H,Luco J E.Seismic response of a periodic array of structures[J].Journal of Engineering Mechanics,ASCE,1977,103(5):965-977.
[18]
Roesset J M,Gonzalez J J.Dynamic interaction between adjacent structures[C]//Dynamic Response and Wave Propagation in Soils.Ed.B Prange,A A.Balkema,Rotterdam,1978:127-166.
[19]
Wong H L,Luco J E.Dynamic structure-to-structure interaction for closely spaced building[C]//Proceedings of the Third U.S.National Conference on Earthquake Engineering.Columbia,South Carotina,1986:553-564.
[20]
Hryniewicz Z.Dynamic response of coupled foundations on layered random medium for out-of-plane motion[J].International Journal of Engineering Science,1993,31(2):221-228.
[21]
Karabalis D L,Mohammadi M.3-D foundation-soil-foundation dynamics by frequency domain BEM[C]//Proceedings of the 13th Conference on Boundary Element.Istanbul,Turkey,1991:447-456.
[22]
Qian J,Beskos D E.Harmonic wave response of two 3-D rigid surface foundations[J].Soil Dynamics and Earthquake Engineering,1996,15:95-110.
[23]
Qian J,Tham L G,Cheung Y K.Dynamic cross-interaction between flexible surface footings by combined BEM and FEM[J].Earthquake Engineering and Structural Dynamics,1996,25(5):509-526.
[24]
Betti R.Effect of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations[J].Earthquake Engineering and Structural Dynamics,1997,26(10):1005-1019.
[25]
Lin H T,Roesset J M,Tassoulas J L.Dynamic interaction between adjacent foundations[J].Earthquake Engineering and Structural Dynamics,1987,15(3):323-343.
[26]
Wang S,Schmid G.Dynamic structure-soil-structure interaction by FEM and BEM[J].Computational Mechanics,1992,9(5):347-357.
Celebi M.Seismic responses of two adjacent buildings.PartⅠ:Data and analyses[J].Journal of Structural Engineering,ASCE,1993,119(8):2461-2476.
[37]
Celebi M.Seismic responses of two adjacent buildings.PartⅡ:Interaction[J].Journal of Structural Engineering,ASCE,1993,119(8):2477-2492.
[38]
Kitada Y,Hirotani T,Michio M.Models test on dynamic structure-structure interaction of nuclear power plant buildings[J].Nuclear Engineering and Design,1999,192(2-3):205-216.
[39]
Nakagawa S,Kuno M,Naito Y,et al.Forced vibration tests and simulation analyses of a nuclear reactor building[J].Nuclear Engineering and Design,1998,179(2):145-156.
[40]
Xu J,Costantino C,Hofmayer C,et al.Seismic response prediction of NUPEC＇s field model tests of NPP structures with adjacent building effect[C]//Pressure Vessels and Piping Division(Publication)PVP,ASME,2004,486(PART1):1-11.
[41]
Daniel B.Soil structure interaction:Theoretical and experimental results[C]//Pressure Vessels and Piping Division(Publication)PVP,ASME,2006,488:1-6.
