메뉴 건너뛰기




Volumn 34, Issue 1, 2004, Pages 67-73

Iterative coupling of BEM and FEM for nonlinear dynamic analyses

Author keywords

BEM; Different time steps; Dynamic response; FEM; Iterative coupling; Nonlinear analysis

Indexed keywords

BOUNDARY CONDITIONS; BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; FREQUENCY DOMAIN ANALYSIS; INTERPOLATION; ITERATIVE METHODS; MATRIX ALGEBRA; STRUCTURAL LOADS;

EID: 4043179056     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (70)

References (26)
  • 4
    • 0028255156 scopus 로고
    • A variational coupled FE-BE method for transient problems
    • Belytschko T, Lu YY (1994) A variational coupled FE-BE method for transient problems. Int. J. Numer. Eng. 37: 91-105
    • (1994) Int. J. Numer. Eng. , vol.37 , pp. 91-105
    • Belytschko, T.1    Lu, Y.Y.2
  • 5
    • 85025223492 scopus 로고
    • Boundary element methods in dynamic analysis
    • Beskos DE (1987) Boundary element methods in dynamic analysis. App. Mech. Rev. 40: 1-23
    • (1987) App. Mech. Rev. , vol.40 , pp. 1-23
    • Beskos, D.E.1
  • 6
    • 0031095811 scopus 로고
    • Boundary element methods in dynamic analysis: Part II
    • Beskos DE (1986-1996) Boundary element methods in dynamic analysis: Part II. App. Mech. Rev. 50: 149-197
    • (1986) App. Mech. Rev. , vol.50 , pp. 149-197
    • Beskos, D.E.1
  • 7
    • 4043084077 scopus 로고    scopus 로고
    • Dynamic analysis of structures and structural systems
    • Beskos DE, Maier G (eds) CISM International Centre for Mechanical Sciences No. 440, Springer-Verlag, Wien, New York
    • Beskos DE (2003) Dynamic analysis of structures and structural systems. In: Beskos DE, Maier G (eds) Boundary Element Advances in Solid Mechanics, CISM International Centre for Mechanical Sciences No. 440, Springer-Verlag, Wien, New York, pp. 1-53
    • (2003) Boundary Element Advances in Solid Mechanics , pp. 1-53
    • Beskos, D.E.1
  • 8
    • 0036351768 scopus 로고    scopus 로고
    • Fluid-structure interaction by coupling BEM and nonlinear FEM
    • Czygan O, von Estorff O (2002) Fluid-Structure Interaction by Coupling BEM and Nonlinear FEM. Eng. Anal. Boundary Ele. 26: 773-779
    • (2002) Eng. Anal. Boundary Ele. , vol.26 , pp. 773-779
    • Czygan, O.1    Von Estorff, O.2
  • 10
    • 0004160089 scopus 로고
    • Southampton and Boston: Computational Mechanics Publications
    • Dominguez J (1993) Boundary Elements in Dynamics. Southampton and Boston: Computational Mechanics Publications
    • (1993) Boundary Elements in Dynamics
    • Dominguez, J.1
  • 12
    • 4043144905 scopus 로고    scopus 로고
    • Domain Decomposition Coupling of FEM and BEM
    • Paper No. 20010050
    • Elleithy WM, Tanaka M (2002) Domain Decomposition Coupling of FEM and BEM. Transactions of JSCES, Paper No. 20010050
    • (2002) Transactions of JSCES
    • Elleithy, W.M.1    Tanaka, M.2
  • 13
    • 0002210915 scopus 로고
    • Dynamic response in the time domain by coupled boundary and finite elements
    • von Estorff O, Prabucki MJ (1990) Dynamic response in the time domain by coupled boundary and finite elements. Comput. Mech. 6: 35-46
    • (1990) Comput. Mech. , vol.6 , pp. 35-46
    • Von Estorff, O.1    Prabucki, M.J.2
  • 14
    • 0026416705 scopus 로고
    • On FEM-BEM coupling for fluid-structure interaction analysis in the time domain
    • von Estorff O, Antes H (1991) On FEM-BEM coupling for fluid-structure interaction analysis in the time domain. Int. J. Numer. Meth. Eng. 31: 1151-1168
    • (1991) Int. J. Numer. Meth. Eng. , vol.31 , pp. 1151-1168
    • Von Estorff, O.1    Antes, H.2
  • 15
    • 0034509723 scopus 로고    scopus 로고
    • Coupled BEM/FEM approach for nonlinear soil/structure interaction
    • von Estorff O, Firuziaan M (2000) Coupled BEM/FEM approach for nonlinear soil/structure interaction. Eng. Anal. Bound. Eles. 24: 715-725
    • (2000) Eng. Anal. Bound. Eles. , vol.24 , pp. 715-725
    • Von Estorff, O.1    Firuziaan, M.2
  • 16
    • 4043091292 scopus 로고    scopus 로고
    • Transient 3D Soil/Structure Interaction Analyses Including Nonlinear Effects
    • Grundmann H, Schuëller GI (eds) Swets & Zeitlinger B.V., Lisse
    • Firuziaan M, von Estorff O (2002) Transient 3D Soil/Structure Interaction Analyses Including Nonlinear Effects. In: Grundmann H, Schuëller GI (eds) Structural Dynamics. EURODYN2002, Swets & Zeitlinger B.V., Lisse, pp. 1291-1302
    • (2002) Structural Dynamics. EURODYN2002 , pp. 1291-1302
    • Firuziaan, M.1    Von Estorff, O.2
  • 18
    • 0028595369 scopus 로고
    • An optimized implementation of the Newmark/Newton-Raphson algorithm for the time integration of non-linear problems
    • Jacob BP, Ebecken NFF (1994) An optimized implementation of the Newmark/Newton-Raphson algorithm for the time integration of non-linear problems. Comm. Numer. Meth. Eng. 10: 983-992
    • (1994) Comm. Numer. Meth. Eng. , vol.10 , pp. 983-992
    • Jacob, B.P.1    Ebecken, N.F.F.2
  • 21
    • 0036888030 scopus 로고    scopus 로고
    • Coupled BEM-FEM solutions for direct time domain soil-structure interaction analysis
    • Rizos DC, Wang Z (2002) Coupled BEM-FEM solutions for direct time domain soil-structure interaction analysis. Eng. Anal. Bound. Eles. 26: 877-888
    • (2002) Eng. Anal. Bound. Eles. , vol.26 , pp. 877-888
    • Rizos, D.C.1    Wang, Z.2
  • 22
    • 0036926720 scopus 로고    scopus 로고
    • Numerical computation of internal stress and velocity in time-domain BEM formulation for elastodynamic
    • Soares Jr D, Carrer JAM, Telles JCF, Mansur WJ (2002) Numerical computation of internal stress and velocity in time-domain BEM formulation for elastodynamic. Comput. Mech. 30: 38-47
    • (2002) Comput. Mech. , vol.30 , pp. 38-47
    • Soares Jr., D.1    Carrer, J.A.M.2    Telles, J.C.F.3    Mansur, W.J.4
  • 23
    • 0034831213 scopus 로고    scopus 로고
    • A more stable scheme for BEM/FEM coupling applied to two-dimensional elastodynamics
    • Yu G, Mansur WJ, Carrer JAM, Lie ST (2001) A more stable scheme for BEM/FEM coupling applied to two-dimensional elastodynamics. Comput. Struct. 79: 811-823
    • (2001) Comput. Struct. , vol.79 , pp. 811-823
    • Yu, G.1    Mansur, W.J.2    Carrer, J.A.M.3    Lie, S.T.4
  • 24
    • 0032735789 scopus 로고    scopus 로고
    • Non-linear seismic behaviour of concrete gravity dams using coupled finite element-boundary element technique
    • Yazdchi M, Khalili N, Valliappan S (1999) Non-linear seismic behaviour of concrete gravity dams using coupled finite element-boundary element technique. Int. J. Numer. Meth. Eng. 44: 101-130
    • (1999) Int. J. Numer. Meth. Eng. , vol.44 , pp. 101-130
    • Yazdchi, M.1    Khalili, N.2    Valliappan, S.3
  • 25
    • 0017438738 scopus 로고
    • The coupling of the finite element method and boundary solution procedures
    • Zienkiewicz OC, Kelly DM, Bettes P (1977) The coupling of the finite element method and boundary solution procedures. Int. J. Numer. Meth. Eng. 11: 355-376
    • (1977) Int. J. Numer. Meth. Eng. , vol.11 , pp. 355-376
    • Zienkiewicz, O.C.1    Kelly, D.M.2    Bettes, P.3
  • 26
    • 0006096210 scopus 로고
    • Marriage a la mode - The best of both worlds (Finite elements and boundary integrals)
    • Glowinski R, Rodin EY Zienkiewicz OC (eds) Chapter 5, J. Wiley and Son, London
    • Zienkiewicz OC, Kelly DM, Bettes P (1979) Marriage a la mode - the best of both worlds (Finite elements and boundary integrals). In: Glowinski R, Rodin EY Zienkiewicz OC (eds) Energy Methods in Finite Element Analysis. Chapter 5, J. Wiley and Son, London, pp. 81-106
    • (1979) Energy Methods in Finite Element Analysis , pp. 81-106
    • Zienkiewicz, O.C.1    Kelly, D.M.2    Bettes, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.