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Dynamic soil–structure interaction analysis via coupled finite-element–boundary-element method

Soil dynamics and earthquake engineering, v.18 no.7, 1999년, pp.499 - 517  

Yazdchi, M. (School of Civil Engineering, University of New South Wales, Sydney 2052, Australia) ,  Khalili, N. (Corresponding author. Tel.: +61-2-9385-5074) ,  Valliappan, S. (fax: +61-2-9385-6139)

Abstract AI-Helper 아이콘AI-Helper

AbstractIn this paper, a study on the transient response of an elastic structure embedded in a homogeneous, isotropic and linearly elastic half-plane is presented. Transient dynamic and seismic forces are considered in the analysis. The numerical method employed is the coupled Finite-Element–...

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참고문헌 (34)

  1. Journal of Engineering Mechanics, ASCE Lysmer 95 EM4 859 1969 Finite dynamic model for infinite media 

  2. Journal of the Engineering Mechanics, ASCE White 103 5 949 1977 Unified boundary for finite dynamic models 

  3. Journal of Applied Mechanics, ASME Dasgupta 49 136 1982 10.1115/1.3161955 A finite element formulation for unbounded homogeneous continua 

  4. Earthquake Engineering and Structural Dynamics Wolf 23 233 1994 10.1002/eqe.4290230302 Dynamic stiffness matrix of unbounded soil by finite element multi-cell cloning 

  5. International Journal for Numerical Methods in Engineering Bettess 11 53 1977 10.1002/nme.1620110107 Infinite elements 

  6. Earthquake Engineering and Structural Dynamics Medina 10 699 1982 10.1002/eqe.4290100507 Infinite elements for elastodynamics 

  7. International Journal for Numerical and Analytical Methods in Geomechanics Valliappan 16 79 1992 10.1002/nag.1610160202 Dynamic response of concrete gravity dams including dam-water-foundation interaction 

  8. International Journal for Numerical Methods in Engineering Zhao 33 1661 1992 10.1002/nme.1620330808 A numerical model for wave scattering problems in infinite media due to P- and SV-wave incidences 

  9. Communications in Numerical methods in Engineering Khalili 13 727 1997 10.1002/(SICI)1099-0887(199709)13:9<727::AID-CNM102>3.0.CO;2-I 1D infinite element for dynamic problems in saturated porous media 

  10. Mansur WJ. A time stepping technique to solve wave propagation problems using the boundary element method. PhD thesis, Southampton University, England, 1983. 

  11. Journal of Mathematical Analysis and Applications Cruse 22 341 1968 10.1016/0022-247X(68)90177-7 A direct formulation and numerical solution of the general transient elastodynamic problem II 

  12. Journal of Mathematical Analysis and Applications Cruse 22 244 1968 10.1016/0022-247X(68)90171-6 A direct formulation and numerical solution of the general transient elastodynamic problem I 

  13. International Journal for Numerical Methods in Engineering Manolis 17 573 1981 10.1002/nme.1620170407 Dynamic stress concentration studies by boundary integrals and Laplace transform 

  14. Bulletin of the Seismological Society of America Cole 68 1331 1978 10.1785/BSSA0680051331 A numerical boundary integral equation method for elastodynamics I 

  15. Niwa 28 1980 An application of the integral equation method to two-dimensional elastodynamics 

  16. Finite Element Analysis and Design Antes 1 313 1985 10.1016/0168-874X(85)90029-0 A boundary element procedure for transient wave propagation in two dimensional isotropic elastic media 

  17. International Journal of Solids and Structures Israil 26 8 851 1990 10.1016/0020-7683(90)90073-5 Two-dimensional transient wave propagation problems by time domain BEM 

  18. International Journal for Numerical Methods in Engineering Zienkiewicz 11 276 1977 10.1002/nme.1620110210 The coupling of finite element and boundary solution procedures 

  19. Applied Mathematical Modelling Brebbia 3 121 1979 10.1016/0307-904X(79)90053-2 Combination of boundary and finite elements for elastostatics 

  20. Beer 575 1981 Boundary element methods The coupling of the boundary and finite element methods for infinite domain problems in elastoplasticity 

  21. Soil Dynamics and Earthquake Engineering Spyrakos 5 2 84 1986 10.1016/0267-7261(86)90002-3 Dynamic response of flexible strip foundation by boundary and finite elements 

  22. Soil Dynamics and Earthquake Engineering Karabalis 24 2 91 1985 10.1016/0261-7277(85)90004-X Dynamic response of three-dimensional flexible foundations by time domain BEM and FEM 

  23. Computational Mechanics von Estorff 6 35 1990 10.1007/BF00373797 Dynamic response in the time domain by coupled boundary and finite elements 

  24. Computers and Structures von Estorff 38 3 289 1991 10.1016/0045-7949(91)90107-W Dynamic response of elastic blocks by time domain BEM and FEM 

  25. International Journal for Numerical Methods in Engineering von Estorff 31 1151 1991 10.1002/nme.1620310609 On FEM-BEM coupling for fluid structure interaction analyses in the time domain 

  26. Dominguez J, Maeso O. Model for the seismic analysis for arch dams including interaction effects. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, 1992, vol. 8, p. 4601-4606. 

  27. Chopra AK, Tan H. Modelling of dam-foundation interaction in analysis of arch dams. Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, 1992, vol. 8, p. 4623-4626. 

  28. Earthquake Engineering and Structural Dynamics Touhei 22 195 1993 10.1002/eqe.4290220303 A FE-BE method for dynamic analysis of dam-foundation-reservoir systems in the time domain 

  29. Earthquake Engineering and Structural Dynamics Chuhan 24 1651 1995 10.1002/eqe.4290241208 Time domain procedure of FE-BE-IBE coupling for seismic interaction of arch dams and canyons 

  30. Banerjee 7 115 1992 Time domain formulations of BEM for two-dimensional, axisymmetric and three-dimensional transient elastodynamics 

  31. Manolis 1988 Boundary element methods in elastodynamics 

  32. International Journal for Numerical Methods in Engineering Lachat 10 991 1976 10.1002/nme.1620100503 Effective numerical treatment to boundary integral equations: a formulation for three-dimensional elastostatics 

  33. International Journal for Numerical Methods in Engineering Rizzo 11 1753 1977 10.1002/nme.1620111109 An advanced boundary integral equation method for three dimensional thermoelasticity 

  34. Watson 31 1979 Developments in boundary element methods Advanced implementation of the boundary element method for two and three dimensional elastostatics 

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