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Volumn 137, Issue 2, 1996, Pages 175-188

Explicit time integration algorithms for structural dynamics with optimal numerical dissipation

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; DYNAMICS; INTEGRATION; STRUCTURAL DESIGN;

EID: 0030259068     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7825(96)01036-5     Document Type: Article
Times cited : (236)

References (14)
  • 1
    • 0003784027 scopus 로고
    • SESM Report No. 68-1, Division of Structural Engineering and Structural Mechanics, University of California, Berkeley, CA
    • E.L. Wilson, A computer program for the dynamic stress analysis of underground structures, SESM Report No. 68-1, Division of Structural Engineering and Structural Mechanics, University of California, Berkeley, CA, 1968.
    • (1968) A Computer Program for the Dynamic Stress Analysis of Underground Structures
    • Wilson, E.L.1
  • 2
    • 84985759019 scopus 로고
    • Improved numerical dissipation for time integration algorithms in structural dynamics
    • H.M. Hilber, T.J.R. Hughes and R.L. Taylor, Improved numerical dissipation for time integration algorithms in structural dynamics, Earthquake Engrg. Struct. Dyn. 5 (1977) 283-292.
    • (1977) Earthquake Engrg. Struct. Dyn. , vol.5 , pp. 283-292
    • Hilber, H.M.1    Hughes, T.J.R.2    Taylor, R.L.3
  • 4
    • 84985853320 scopus 로고
    • The ρ-family of algorithms for time-step integration with improved numerical dissipation
    • G. Bazzi and E. Anderheggen, The ρ-family of algorithms for time-step integration with improved numerical dissipation, Earthquake Engrg. Struct. Dyn. 10 (1982) 537-550.
    • (1982) Earthquake Engrg. Struct. Dyn. , vol.10 , pp. 537-550
    • Bazzi, G.1    Anderheggen, E.2
  • 5
    • 0023997841 scopus 로고
    • Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics
    • C. Hoff and P.J. Pahl, Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics, Comput. Methods Appl. Mech. Engrg. 67 (1988) 367-385.
    • (1988) Comput. Methods Appl. Mech. Engrg. , vol.67 , pp. 367-385
    • Hoff, C.1    Pahl, P.J.2
  • 6
    • 0023978121 scopus 로고
    • 1 method and comparison with other dissipative algorithms in structural dynamics
    • 1 method and comparison with other dissipative algorithms in structural dynamics, Comput. Methods Appl. Mech. Engrg. 67 (1988) 87-110.
    • (1988) Comput. Methods Appl. Mech. Engrg. , vol.67 , pp. 87-110
    • Hoff, C.1    Pahl, P.J.2
  • 8
    • 0027610910 scopus 로고
    • A time integration algorithm for structural dynamics with improved numerical dissipation: The generalized-α method
    • J. Chung and G.M. Hulbert, A time integration algorithm for structural dynamics with improved numerical dissipation: The generalized-α method, ASME J. Appl. Mech. 60 (1993) 371-375.
    • (1993) ASME J. Appl. Mech. , vol.60 , pp. 371-375
    • Chung, J.1    Hulbert, G.M.2
  • 9
    • 0024475957 scopus 로고
    • An improved implicit-explicit time integration method for structural dynamics
    • I. Miranda, R.M. Ferencz and T.J.R. Hughes, An improved implicit-explicit time integration method for structural dynamics, Earthquake Engrg. Struct. Dyn. 18 (1989) 643-653.
    • (1989) Earthquake Engrg. Struct. Dyn. , vol.18 , pp. 643-653
    • Miranda, I.1    Ferencz, R.M.2    Hughes, T.J.R.3
  • 10
    • 0017983276 scopus 로고
    • Implicit-explicit finite elements in transient analysis: Stability theory
    • T.J.R. Hughes and W.K. Liu, Implicit-explicit finite elements in transient analysis: Stability theory, ASME J. Appl. Mech. 45 (1978) 371-374.
    • (1978) ASME J. Appl. Mech. , vol.45 , pp. 371-374
    • Hughes, T.J.R.1    Liu, W.K.2
  • 11
    • 0017982090 scopus 로고
    • Implicit-explicit finite elements in transient analysis: Implementation and numerical examples
    • T.J.R. Hughes and W.K. Liu, Implicit-explicit finite elements in transient analysis: Implementation and numerical examples, ASME J. Appl. Mech. 45 (1978) 375-378.
    • (1978) ASME J. Appl. Mech. , vol.45 , pp. 375-378
    • Hughes, T.J.R.1    Liu, W.K.2
  • 13
    • 0026869966 scopus 로고
    • Discontinuity-capturing operators for elastodynamics
    • G.M. Hulbert, Discontinuity-capturing operators for elastodynamics, Comput. Methods Appl. Mech. Engrg. 96 (1992) 409-426.
    • (1992) Comput. Methods Appl. Mech. Engrg. , vol.96 , pp. 409-426
    • Hulbert, G.M.1
  • 14
    • 0003011454 scopus 로고
    • A new two-dimensional flux-limited shock viscosity for impact calculations
    • D.J. Benson, A new two-dimensional flux-limited shock viscosity for impact calculations, Comput. Methods Appl. Mech. Engrg. 93 (1991) 39-95.
    • (1991) Comput. Methods Appl. Mech. Engrg. , vol.93 , pp. 39-95
    • Benson, D.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.