Structure–soil–structure interaction: Literature review

Jiang, 1998, Earthquake response analysis of building-foundation-building interact ion system, Journal of Vibration Engineering, 11, 31

Chopra, 1974, Earthquake response analysis of multistory buildings including foundation interaction, Earthquake Engineering Structure Dynamics, 3, 65, 10.1002/eqe.4290030106

Bielak, 1976, Modal analysis for building-soil interaction. Engineering Mechanics Division, ASCE, 771

Iguchi M. Dynamic interaction of soil–structure with elastic rectangular foundation. In: Proceeding of the fifth Japanese earthquake engineering symposium. Tokoyo, Japan; 1978. p. 457–64.

Wolf, 1985

Luco, 1973, Dynamic structure–soil–structure interaction, Bulletin of the Seismological Society of America, 63, 1289, 10.1785/BSSA0630041289

Whitman, 1969, The current status of soil dynamics, Applied Mechanics Reviews, 22, 1

Reissner, 1936, Stationare axialsymmetrische durch eine schuttelnde massee rregte schwingungen eines homogenen elstischen halbraumes, Ingenieur-Archiv, 7, 381, 10.1007/BF02090427

Richardson, 1969

Warburton, 1971, Forced vibrations of two masses on an elastic half space, Journal of Applied Mechanics-Transactions, ASME, 38, 148, 10.1115/1.3408735

Warburton, 1972, Harmonic responses of masses on an elastic half space, Journal of Engineering for Industry, ASME, 193, 10.1115/1.3428111

Maccalden PB, Matthiesen RB. Coupled response of two foundations. In: Proceedings of the fifth world conference on earthquake engineering. Rome, Italy; 1973. p. 1913–22.

Bycroft, 1956, Forced vibrations of a rigid circular plate on semi-infinite elastic space and on an elastic stratum, Philosophical Transaction Royal Society London, 248, 327, 10.1098/rsta.1956.0001

Lee, 1973, Soil–structure interaction of nuclear reactor structures considering through-soil coupling between adjacent structures, Nuclear Engineering and Design, 24, 374, 10.1016/0029-5493(73)90007-1

Lee TH, Wesley DA. Influence of through-soil coupling between adjacent structures on seismic response of nuclear reactors. In: Proceedings of the second international conference on structural mechanics in reactor technology. Berlin, Germany; 1973. p. 2–9.

Kobori, 1973, Dynamical characteristics of soil–structure cross-interaction system I, Bulletion of the Disaster Prevention, 22, 111

Kobori T, Minai R. Dynamical interaction of multiple structural systems on a soil medium. In: Proceedings of the fifth world conference on earthquake engineering. Rome, Italy; 1974. p. 2061–71.

Wong, 1975, Two-dimensional, antiplane, building–soil–building interaction for two or more buildings and for incident plane SH waves, Bulletin of the Seismological Society of America, 65, 1863

Murakami, 1977, Seismic response of a periodic array of structures, Journal of Engineering Mechanics, ASCE, 103, 965

Kobori T, Kusakabe K. Dynamic cross-interaction between two embedded structure. In: Proceedings of the fifth Japan earthquake engineering symposium. Tokyo, Japan; 1978. p. 521–8.

Kobori T, Kusakabe K. Cross-interaction between two embedded structures in earthquakes. In: Proceedings of the seventh world conference on earthquake engineering. Istanbul,Turkey; 1980. p. 65–72.

Triantafyllidis, 1986, Dynamic stiffness of rigid rectangular foundations on the half-space, Earthquake Engineering and Structural Dynamics, 14, 391, 10.1002/eqe.4290140307

Triantafyllidis, 1987, Some aspects of dynamic subsoil-coupling between circular and rectangular foundations, Ground Motion and Engineering Seismology, 259, 10.1016/B978-0-444-98956-7.50022-2

Triantafyllidis, 1987, Dynamic subsoil-coupling between rigid, rectangular foundations, Soil Dynamics and Earthquake Engineering, 6, 164, 10.1016/0267-7261(87)90013-3

Triantafyllidis, 1988, Rigid circular foundation: Dynamic effects of coupling to the half-space, Soil Dynamics and Earthquake Engineering, 7, 40, 10.1016/S0267-7261(88)80014-9

Triantafyllidis, 1989, Dynamic subsoil-coupling between rigid, circular foundations on the half-space, Soil Dynamics and Earthquake Engineering, 8, 9, 10.1016/S0267-7261(89)80003-X

Triantafyllidis, 1989, Diffraction effects between foundations due to incident Rayleigh waves, Earthquake Engineering and Structural Dynamics, 18, 815, 10.1002/eqe.4290180606

Hryniewicz, 1993, Dynamic response of coupled foundations on layered random medium for out-of-plane motion, International Journal of Engineering Science, 31, 221, 10.1016/0020-7225(93)90035-S

Wolf, 1994

Mulliken, 1994

Mulliken, 1995, Discrete model for foundation–soil–foundation interaction, Soil Dynamics and Earthquake Engineering, 7, 501

Mulliken, 1998, Discrete model for dynamic through-the-soil coupling of 3-D foundations and structures, Earthquake Engineering and Structural Dynamics, 27, 687, 10.1002/(SICI)1096-9845(199807)27:7<687::AID-EQE752>3.0.CO;2-O

Behnamfar, 1999, Dynamic response of adjacent structures under spatially variable seismic waves, Probabilistic Engineering Mechanics, 14, 33, 10.1016/S0266-8920(98)00033-2

Seed, 1975, Soil–structure interaction analysis for seismic response, ASCE, 101, 439

Lysmer, 1969, Finite dynamic model for infinite media, Journal of Engineering Mechanics Division, ASCE, 95, 759

Lysmer, 1972, Shear waves in plane infinite structures, Journal of Engineering Mechanics, ASCE, 98, 85

Smith, 1974, A nonreflecting plane boundary for wave propagation problems, Journal of Computational Physics, 15, 492, 10.1016/0021-9991(74)90075-8

White, 1977, Unified boundary for finite dynamic models, Journal of Engineering Mechanics, ASCE, 103, 949

Clayton, 1977, Absorbing boundary conditions for acoustic and elastic wave equations, Bulletin of the Seismological Society of America, 67, 1529, 10.1785/BSSA0670061529

Engquist, 1977, Absorbing boundary conditions for the numerical simulation of waves, Math Computation, 31, 629, 10.1090/S0025-5718-1977-0436612-4

Liao, 1984, A transmitting boundary for the numerical simulation of elastic wave propagation, Soil Dynamics And Earthquake Engineering, 3, 174, 10.1016/0261-7277(84)90033-0

Laing VC. Dynamic response of structures in layered soils, in R74-10. Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge MA; 1974.

Lysmer J, et al. Efficient finite element analysis of seismic soil structure interaction, in Report: EERC-75-34. Earthquake Engineering Research Center, University of California, Berkeley, C.A.; 1975.

Aydinoglu MN, Cakiroglu A. Dynamic interaction between soil and a group of buildings In: Proceedings of the sixth world conference on earthquake engineering. New Dehli, India; 1977. p. 1596–601.

Gonzalez JJ. Dynamic interaction between adjacent structures, in R77-30. Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass; 1977.

Roesset JM, Gonzalez JJ. Dynamic interaction between adjacent structures. In: Proceedings of the dynamic mechanical soil and rock mechanics. Karlsruhe, Balkema; 1978. p. 127–66.

Solari G, Stura D., Vardanega C. On the accuracy of numerical models in 3-D soil–structure interaction. In: Proceedings of the seventh world conference on earthquake engineering. Istanbul, Turkey; 1980. p. 237–44.

Sivanovic S. Seismic response of an instrumented reinforced concrete building founded on piles. In: Proceedings of the twelfth world conference on earthquake engineering. Auckland, New Zealand; 2000. p. 1–8.

Roesset JM. Soil structure interaction: The status of current analysis methods and research (seismic safety margins research program), in NUREG/CR-1780. Lawrence Livemore Laboratory, University of California, California; 1980.

Matthees, 1982, A sensitivity study of seismic structure–soil–structure interaction problems for nuclear power plants, Nuclear Engineering and Design, 73, 343, 10.1016/0029-5493(82)90011-5

Lin, 1987, Dynamic interaction between adjacent foundations, Earthquake Engineering and Structural Dynamics, 15, 323, 10.1002/eqe.4290150304

Yahyai, 2008, Soil structure interaction between two adjacent buildings under earthquake load, American Journal of Engineering and Applied Sciences, 1, 121, 10.3844/ajeassp.2008.121.125

Manolis, 1988

Beskos, 1993, Applications of the boundary element method in dynamic soil–structure interaction

Wong HL. The coupled translations and rotations caused by the weight distribution of nearby buildings. In: Proceedings of the symposium on applications of computer methods in engineering. University of Southern California, Los Angeles; 1977.

Wong, 1986, Dynamic interaction between rigid foundations in a layered half-space, Soil Dynamics and Earthquake Engineering, 5, 149, 10.1016/0267-7261(86)90018-7

Wong HL, Luco JE. Dynamic structure-to-structure interaction for closely spaced building. In: Proceedings of the third U.S national conference on earthquake engineering. Columbia, South Carotina; 1986. p. 553–64.

Sato T, Kawase H., Yoshida K. Dynamic response analysis of rigid foundations subjected to seismic waves by boundary element method. In: Proceedings of the fifth international conference on boundary elements. Hiroshima, Japan: Springer-Verlag; 1983. p. 765–74.

Yoshida K, Sato T., Kawase H. Dynamic response of rigid foundations subjected to various types of seismic waves. In: Proceeding of the eighth World conference on earthquake engineering. San Francisco, California, USA; 1984. p. 745–52.

Huang, 1993

Karabalis DL, Huang CFD. 3-D foundation–soil–foundation interaction. In: Proceedings of the ninth international conference on boundary element technology. Paris, France; 1994. p. 197–209.

Karabalis DL, Mohammadi M. 3-D foundation–soil–foundation dynamics by frequency domain BEM. In: Proceedings of the thirteenth conference on boundary element. Istanbul, Turkey: Computational Mechanics Publications; 1991.

Karabalis DL, Mohammadi M. Foundation–soil–foundation dynamics using a 3-D frequency domain BEM. In: Proceedings of the thirteenth conference on boundary element. Istanbul, Turkey; 1991. p. 447–56.

Mohammadi, 1992

Karabalis DL, Mohammadi M. 3-D dynamic foundation–soil–foundation interaction on a layered soil medium. Edinburgh, England; 1996. p. 73–80.

Karabalis, 1998, 3-D dynamic foundation–soil–foundation interaction on layered soil, Soil Dynamics and Earthquake Engineering, 17, 139, 10.1016/S0267-7261(97)00047-X

Qian, 1995, Dynamic interaction between 3-D rigid surface foundations and comparison with the ATC-3 provisions, Earthquake Engineering and Structural Dynamics, 24, 419, 10.1002/eqe.4290240309

Qian, 1996, Harmonic wave response of two 3-D rigid surface foundations, Soil Dynamics and Earthquake Engineering, 15, 95, 10.1016/0267-7261(95)00026-7

Bielak J, Coronato JA. Response of multiple-mass system to nonvertically incident seismic waves. In: Proceedings of the international conference recent advance geotech earthquake engineering soil dynamic. St. Louis, MO; 1981. p. 801–4.

Romanini E, et al. Dynamic structure–soil–structure interaction by the substructure deletion method. In: Proceedings of the eighteenth world conference on the boundary element method. Braga, Portugal; 1996. p. 465–70.

Betti R, de Mesquita Neto E, Romanini E. Dynamic interaction between embedded foundations by the substructure deletion method. In: Proceedings of the 1996 eleventh conference on engineering mechanics. Fort Lauderdale, Florida, USA; 1996. p. 314–7.

Betti, 1997, Effect of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations, Earthquake Engineering and Structural Dynamics, 26, 1005, 10.1002/(SICI)1096-9845(199710)26:10<1005::AID-EQE690>3.0.CO;2-E

Imamura A, et al. Seismic response characteristics of embedded structures considering cross interaction. In: Proceeding of the tenth world conference on earthquake engineering. Rotterdam: Balkema; 1992. p. 1719–24.

Wang, 1992, Dynamic structure–soil–structure interaction by FEM and BEM, Computational Mechanics, 9, 347, 10.1007/BF00370014

Qian, 1996, Dynamic cross-interaction between flexible surface footings by combined BEM and FEM, Earthquake Engineering and Structural Dynamics, 25, 509, 10.1002/(SICI)1096-9845(199605)25:5<509::AID-EQE567>3.0.CO;2-Z

Tham, 1998, Dynamic response of a group of flexible foundations to incident seismic waves, Soil Dynamics and Earthquake Engineering, 17, 127, 10.1016/S0267-7261(97)00021-3

Lehmann, 2001, Dynamic structure–soil–structure interaction applying the symmetric Galerkin boundary method(SGBEM), Mechanics Research Communicattons, 28, 297, 10.1016/S0093-6413(01)00177-X

Padron, 2009, Dynamic structure–soil–structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model, Soil dynamics and earthquake engineering, 9, 1084, 10.1016/j.soildyn.2009.01.001

Maccalden, 1969

Kobori T, Minai R., Kusakabe K. Dynamical cross-interaction between two foundations. In: Proceedings of the sixth world conference on earthquake engineering. New Delhi, India; 1977. p. 1484–9.

Mizuno H. Effects of structure–soil–structure interaction during various excitations. In: Proceeding of the seventh world conference on earthquake engineering. Istanbul, Turkey; 1980. p. 149–56.

Nakagawa, 1998, Forced vibration tests and simulation analyses of a nuclear reactor reactor building, Nuclear Engineering and Design, 179, 145, 10.1016/S0029-5493(97)00269-0

Kitada, 1999, Models test on dynamic structure-structure interaction of nuclear power plant buildings, Nuclear Engineering and Design, 192, 205, 10.1016/S0029-5493(99)00109-0

Xu J, et al. Seismic response prediction of NUPEC's field model tests of NPP structures with adjacent building effect. In: Proceedings of the 2004 ASME/JSME pressure vessels and piping conference. San Diego, California, USA; 2004. p. 1–11.

Broc, D. Soil structure interaction: theoretical and experimental results. In: Proceedings of the 2006 ASME pressure vessels and piping division conference (PVP2006/ICPVT-11): pressure vessel technologies for the global community. Vancouver, British Columbia, Canada; 2006. p. 886–91.

Tinsley, 1985, Mapping quaternary sedimentary deposits for areal variations in shaking response, Geological Survey Professional Paper, 101

Ziony, 1985, Evaluating earthquake and surface-faulting potential, Geological Survey Professional Paper, 43

Celebi, 1992, Seismic response of pacific park plaza, I: Data and preliminary analysis, Journal of Structural Engineering, ASCE, 118, 1547, 10.1061/(ASCE)0733-9445(1992)118:6(1547)

Celebi, 1992, Seismic response of pacific park plaza, II: System identification, Journal of Structural Engineering, ASCE, 118, 1566, 10.1061/(ASCE)0733-9445(1992)118:6(1566)

Celebi, 1993, Seismic responses of two adjacent buildings: Data and analyses, Journal of Structural Engineering, ASCE, 119, 2461, 10.1061/(ASCE)0733-9445(1993)119:8(2461)

Celebi, 1993, Seismic responses of two adjacent buildings: Interaction, Journal of Structural Engineering, ASCE, 119, 2477, 10.1061/(ASCE)0733-9445(1993)119:8(2477)

Clouteau, 2001, Modifications of the Ground Motion in Dense Urban Areas, Journal of Computational Acoustics, 9, 1659, 10.1016/S0218-396X(01)00150-9

Gueguen, 2002, Site-city seismic interaction in Mexico City-like environments An analytical study, Bulletin of the Seismological Society of America, 92, 794, 10.1785/0120000306

Tsogka, 2003, Simulation of seismic response in an idealized city, Soil Dynamics and Earthquake Engineering, 23, 391, 10.1016/S0267-7261(03)00017-4

Boutin, 2004, Assessment of the urbanization effect on seismic response, Bulletin of the Seismological Society of America, 94, 251, 10.1785/0120030050

Groby, 2005, Simulation of seismic response in a city-like environment, Soil Dynamics and Earthquake Engineering, 25, 487, 10.1016/j.soildyn.2004.11.007

Kham, 2006, Seismic site-city interaction: Main governing phenomena through simplified numerical models, Bulletin of the Seismological Society of America, 96, 1934, 10.1785/0120050143

Semblat, 2008, Seismic-Wave Propagation in Alluvial Basins and Influence of Site-City Interaction, Bulletin of the Seismological Society of America, 98, 2665, 10.1785/0120080093

Ghergu, 2009, Structure–soil–structure coupling in seismic excitation and city effect, International Journal of Engineering Science, 342, 10.1016/j.ijengsci.2008.11.005

Bard, 2006, Site-city interaction, Geotechnical, Geological, and Earthquake Engineering, 2, 91