메뉴 건너뛰기




Volumn 25, Issue 4, 2005, Pages 289-301

A 3D BEM-FEM methodology for simulation of high speed train induced vibrations

Author keywords

Boundary element methods; High speed trains; Impulse response; Soil structure interaction

Indexed keywords

BOUNDARY ELEMENT METHOD; FINITE ELEMENT METHOD; IMPULSE RESPONSE; RAILROAD CARS; RAILROAD TRACKS; SOIL STRUCTURE INTERACTIONS; SPEED CONTROL; THREE DIMENSIONAL;

EID: 18744384958     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.02.005     Document Type: Article
Times cited : (84)

References (23)
  • 1
    • 0003474648 scopus 로고    scopus 로고
    • Finite element procedures
    • Upper Saddle River: Prentice-Hall
    • K.J. Bathe Finite element procedures 1996 Prentice-Hall Upper Saddle River
    • (1996)
    • Bathe, K.J.1
  • 2
    • 0003391447 scopus 로고    scopus 로고
    • Concepts and applications of finite element analysis
    • New York: Wiley
    • R.D. Cook D.S. Malkus M. Plesha R.J. Witt Concepts and applications of finite element analysis 2002 Wiley New York
    • (2002)
    • Cook, R.D.1    Malkus, D.S.2    Plesha, M.3    Witt, R.J.4
  • 3
    • 0036888030 scopus 로고    scopus 로고
    • Coupled BEM-FEM solutions for direct time domain soil-structure interaction analysis
    • D.C. Rizos Z. Wang Coupled BEM-FEM solutions for direct time domain soil-structure interaction analysis Eng Anal Boundary Elem 26 2002 877-888
    • (2002) Eng. Anal. Boundary Elem. , vol.26 , pp. 877-888
    • Rizos, D.C.1    Wang, Z.2
  • 4
    • 0031095811 scopus 로고    scopus 로고
    • Boundary element methods in dynamic analysis: Part II 1986-1996
    • D.E. Beskos Boundary element methods in dynamic analysis: Part II 1986-1996 ASME Appl Mech Rev 50 1997 149-197
    • (1997) ASME Appl. Mech. Rev. , vol.50 , pp. 149-197
    • Beskos, D.E.1
  • 5
    • 0030185237 scopus 로고    scopus 로고
    • FEM and BEM in geomechanics: Foundations and soil-structure interaction - A bibliography (1992-1994)
    • J. Mackerle FEM and BEM in geomechanics: Foundations and soil-structure interaction - a bibliography (1992-1994) Finite Elem Anal Des 29 1996 249-263
    • (1996) Finite Elem. Anal. Des. , vol.29 , pp. 249-263
    • Mackerle, J.1
  • 6
    • 0039390406 scopus 로고    scopus 로고
    • Finite element and boundary element analysis of bridges, roads and pavements - A bibliography (1994-1997)
    • J. Mackerle Finite element and boundary element analysis of bridges, roads and pavements - A bibliography (1994-1997) Finite Elem Anal Des 29 1998 65-83
    • (1998) Finite Elem. Anal. Des. , vol.29 , pp. 65-83
    • Mackerle, J.1
  • 7
    • 0034509723 scopus 로고    scopus 로고
    • Coupled BEM/FEM approach for nonlinear soil/structure interaction
    • O. von Estorff M. Firuziaan Coupled BEM/FEM approach for nonlinear soil/ structure interaction Eng Anal Boundary Elem 24 2000 715-725
    • (2000) Eng. Anal. Boundary Elem. , vol.24 , pp. 715-725
    • von Estorff, O.1    Firuziaan, M.2
  • 8
    • 0033607317 scopus 로고    scopus 로고
    • Dynamic soil-structure interaction analysis via coupled finite element-boundary element method
    • M. Yazdchi N. Khalili S. Valliappan Dynamic soil-structure interaction analysis via coupled finite element-boundary element method Soil Dyn Earthquake Eng 18 1999 499-517
    • (1999) Soil Dyn. Earthquake Eng. , vol.18 , pp. 499-517
    • Yazdchi, M.1    Khalili, N.2    Valliappan, S.3
  • 9
    • 0035846033 scopus 로고    scopus 로고
    • Free field vibrations during the passage of a Thalys high-speed train at variable speed
    • G. Degrande L. Schillemans Free field vibrations during the passage of a Thalys high-speed train at variable speed J Sound Vib 247 2001 131-144
    • (2001) J. Sound Vib. , vol.247 , pp. 131-144
    • Degrande, G.1    Schillemans, L.2
  • 11
    • 0034156423 scopus 로고    scopus 로고
    • High-speed railway lines on soft ground: Dynamic behaviour at critical train speed
    • C. Madshus A.M. Kaynia High-speed railway lines on soft ground: Dynamic behaviour at critical train speed J Sound Vib 231 2000 689-701
    • (2000) J. Sound Vib. , vol.231 , pp. 689-701
    • Madshus, C.1    Kaynia, A.M.2
  • 12
    • 0037861033 scopus 로고    scopus 로고
    • Simulations and analyses of train-induced ground vibrations in finite element models
    • L. Hall Simulations and analyses of train-induced ground vibrations in finite element models Soil Dyn Earthquake Eng 23 2003 403-413
    • (2003) Soil Dyn. Earthquake Eng. , vol.23 , pp. 403-413
    • Hall, L.1
  • 13
    • 0141998834 scopus 로고    scopus 로고
    • A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements
    • X. Sheng C.J.C. Jones D.J. Thompson A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements J Sound Vib 267 2003 621-635
    • (2003) J. Sound Vib. , vol.267 , pp. 621-635
    • Sheng, X.1    Jones, C.J.C.2    Thompson, D.J.3
  • 14
    • 0037189218 scopus 로고    scopus 로고
    • Soil-structure interaction in the time domain using halfspace Green's functions
    • C. Bode R. Hirschauer S.A. Savidis Soil-structure interaction in the time domain using halfspace Green's functions Soil Dyn Earthquake Eng 22 2002 283-295
    • (2002) Soil Dyn. Earthquake Eng. , vol.22 , pp. 283-295
    • Bode, C.1    Hirschauer, R.2    Savidis, S.A.3
  • 15
    • 0037008332 scopus 로고    scopus 로고
    • Wave propagation related to high-speed train a scaled boundary fe-approach for unbounded domains
    • T. Ekevid N.E. Wiberg Wave propagation related to high-speed train a scaled boundary fe-approach for unbounded domains Comput Meth Appl Mech Eng 191 2002 3947-3964
    • (2002) Comput. Meth. Appl. Mech. Eng. , vol.191 , pp. 3947-3964
    • Ekevid, T.1    Wiberg, N.E.2
  • 16
    • 0037410092 scopus 로고    scopus 로고
    • Train-induced wave propagation in layered soils using finite/infinite element simulation
    • Y.B. Yang H.H. Hung D.W. Chang Train-induced wave propagation in layered soils using finite/infinite element simulation Soil Dyn Earthquake Eng 23 2003 263-278
    • (2003) Soil Dyn. Earthquake Eng. , vol.23 , pp. 263-278
    • Yang, Y.B.1    Hung, H.H.2    Chang, D.W.3
  • 17
    • 0034773402 scopus 로고    scopus 로고
    • Adaptive FEA of wave propagation induced by high-speed trains
    • T. Ekevid M.X.D. Li N.E. Wiberg Adaptive FEA of wave propagation induced by high-speed trains Comput Struct 79 2001 2693-2704
    • (2001) Comput. Struct. , vol.79 , pp. 2693-2704
    • Ekevid, T.1    Li, M.X.D.2    Wiberg, N.E.3
  • 19
    • 0009010908 scopus 로고
    • An advanced time domain boundary element method for general 3-D elastodynamic problems
    • PhD Dissertation, University of South Carolina
    • Rizos DC. An advanced time domain boundary element method for general 3-D elastodynamic problems. PhD Dissertation, University of South Carolina; 1993.
    • (1993)
    • Rizos, D.C.1
  • 20
    • 0034481459 scopus 로고    scopus 로고
    • A rigid boundary element for soil-structure interaction analysis in the direct time domain
    • D.C. Rizos A rigid boundary element for soil-structure interaction analysis in the direct time domain Comput Mech 26 2000 582-591
    • (2000) Comput. Mech. , vol.26 , pp. 582-591
    • Rizos, D.C.1
  • 21
    • 0028695796 scopus 로고
    • An advanced direct time domain BEM formulation for general 3-D elastodynamic problems
    • D.C. Rizos D.L. Karabalis An advanced direct time domain BEM formulation for general 3-D elastodynamic problems Comput Mech 15 1994 249-269
    • (1994) Comput. Mech. , vol.15 , pp. 249-269
    • Rizos, D.C.1    Karabalis, D.L.2
  • 22
    • 0009012273 scopus 로고    scopus 로고
    • A time domain BEM for 3-D elastodynamic analysis using the B-Spline fundamental solutions
    • D.C. Rizos D.L. Karabalis A time domain BEM for 3-D elastodynamic analysis using the B-Spline fundamental solutions Comput Mech 22 1998 108-115
    • (1998) Comput. Mech. , vol.22 , pp. 108-115
    • Rizos, D.C.1    Karabalis, D.L.2
  • 23
    • 0036540208 scopus 로고    scopus 로고
    • Dynamic and seismic analysis of foundations based on free field B-Spline characteristic response histories
    • D.C. Rizos K.G. Loya Dynamic and seismic analysis of foundations based on free field B-Spline characteristic response histories J Eng Mech 128 2002 438-448
    • (2002) J. Eng. Mech. , vol.128 , pp. 438-448
    • Rizos, D.C.1    Loya, K.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.