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Volumn 17, Issue 6, 1996, Pages 398-405

Extrapolated Galerkin time finite elements

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CONVERGENCE OF NUMERICAL METHODS; DIFFERENTIAL EQUATIONS; DYNAMICS; EQUATIONS OF MOTION; INTEGRATION; MATRIX ALGEBRA; STATE SPACE METHODS;

EID: 0030126671     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF00363983     Document Type: Article
Times cited : (9)

References (24)
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    • Austin, M. 1993: High-order integration of smooth dynamical system: theory and numerical experiments. Int. J. Numer. Method. Eng. 36: 2107-2122
    • (1993) Int. J. Numer. Method. Eng. , vol.36 , pp. 2107-2122
    • Austin, M.1
  • 5
    • 0026186354 scopus 로고
    • On enhancement of accuracy in direct integration dynamic response problems
    • Bismarck-Nasr, M. N.; Oliveria, A. M. 1991: On enhancement of accuracy in direct integration dynamic response problems. Earthquake Eng. Struct. Dyn. 20: 699-703
    • (1991) Earthquake Eng. Struct. Dyn. , vol.20 , pp. 699-703
    • Bismarck-Nasr, M.N.1    Oliveria, A.M.2
  • 6
    • 0002280148 scopus 로고
    • Asymptotic error expansion and Richardson extrapolation for linear finite elements
    • Blum, H.; Lin, Q. 1987: Asymptotic error expansion and Richardson extrapolation for linear finite elements. Numer. Math. 49: 11-37
    • (1987) Numer. Math. , vol.49 , pp. 11-37
    • Blum, H.1    Lin, Q.2
  • 9
    • 84985759019 scopus 로고
    • Improved numerical dissipation for time integration algorithms in structural dynamics
    • Hilber, H. M.; Hughes, T. J. R; Taylor, R. L. 1977: Improved numerical dissipation for time integration algorithms in structural dynamics. Earthquake Eng. Struct. Dyn. 5: 283-292
    • (1977) Earthquake Eng. Struct. Dyn. , vol.5 , pp. 283-292
    • Hilber, H.M.1    Hughes, T.J.R.2    Taylor, R.L.3
  • 10
    • 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. Eng. 67: 87-110
    • (1988) Comput. Methods Appl. Mech. Eng. , vol.67 , pp. 87-110
    • Hoff, C.1    Pahl, P.J.2
  • 11
    • 0023997841 scopus 로고
    • Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics
    • Hoff, C.; Pahl, P. J. 1988: Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics. Comput. Meth. Appl. Mech. Eng. 67: 367-385
    • (1988) Comput. Meth. Appl. Mech. Eng. , vol.67 , pp. 367-385
    • Hoff, C.1    Pahl, P.J.2
  • 12
    • 0000263374 scopus 로고
    • A recurrence matrix solution for the dynamic response of elastic aircraft
    • Houbolt, J. C. 1950: A recurrence matrix solution for the dynamic response of elastic aircraft. J. Aeronaut. Sci. 17: 540-550
    • (1950) J. Aeronaut. Sci. , vol.17 , pp. 540-550
    • Houbolt, J.C.1
  • 14
    • 0023434424 scopus 로고
    • An error analysis of truncated starting conditions in step-by-step time integration: Consequences for structural dynamics
    • Hulbert, G. M.; Hughes, T. J. R. 1987: An error analysis of truncated starting conditions in step-by-step time integration: consequences for structural dynamics. Earthquake Eng. Struct. Dyn. 15: 901-910
    • (1987) Earthquake Eng. Struct. Dyn. , vol.15 , pp. 901-910
    • Hulbert, G.M.1    Hughes, T.J.R.2
  • 15
    • 0022093082 scopus 로고
    • A unified set of single-step algorithms, part 3: The beta-m method, a generalization of the Newmark scheme
    • Katona, M. G.; Zienkiewicz, O. C. 1985: A unified set of single-step algorithms, part 3: the beta-m method, a generalization of the Newmark scheme. Int. J. Numer. Methods Eng. 21: 1345-1359
    • (1985) Int. J. Numer. Methods Eng. , vol.21 , pp. 1345-1359
    • Katona, M.G.1    Zienkiewicz, O.C.2
  • 16
    • 0024471368 scopus 로고
    • A generalised least-squares family of algorithms for transient dynamic analysis
    • Kujawaski, J.; Gallagher, R. H. 1989: A generalised least-squares family of algorithms for transient dynamic analysis. Earthquake Eng. Struct. Dyn. 18: 539-550
    • (1989) Earthquake Eng. Struct. Dyn. , vol.18 , pp. 539-550
    • Kujawaski, J.1    Gallagher, R.H.2
  • 18
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    • A method of computation for structural dynamics
    • EM 3
    • Newmark, N. M. 1959: A method of computation for structural dynamics. J. Eng. Mech. Div. ASCE 85, EM 3, 67-94
    • (1959) J. Eng. Mech. Div. ASCE , vol.85 , pp. 67-94
    • Newmark, N.M.1
  • 21
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    • A robust self-starting explicit computational methodology for structural dynamic applications: Architecture and representations
    • Tamma, K. K.; Namburu, R. R. 1990: A robust self-starting explicit computational methodology for structural dynamic applications: architecture and representations. Int. J. Numer. Methods Eng. 29: 1441-1454
    • (1990) Int. J. Numer. Methods Eng. , vol.29 , pp. 1441-1454
    • Tamma, K.K.1    Namburu, R.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.