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Volumn 31, Issue 3, 2000, Pages 203-206

Hermitian one-step numerical integration algorithm for structural dynamic equations

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CONVERGENCE OF NUMERICAL METHODS; ERROR ANALYSIS; INTEGRATION; MATHEMATICAL MODELS; MATHEMATICAL OPERATORS;

EID: 0033874767     PISSN: 09659978     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0965-9978(99)00040-X     Document Type: Article
Times cited : (7)

References (15)
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    • (1950) J Aeronaut Sci , vol.17 , pp. 540-550
    • Houbolt, J.C.1
  • 2
    • 0026103116 scopus 로고
    • Limitations on linear multistep methods for structural dynamics
    • Hulbert G.M. Limitations on linear multistep methods for structural dynamics. Earth Engng Struct Dynam. 20:1991;191-196.
    • (1991) Earth Engng Struct Dynam , vol.20 , pp. 191-196
    • Hulbert, G.M.1
  • 3
    • 0002689020 scopus 로고
    • A method of computation for structural dynamics
    • Newmark N.M. A method of computation for structural dynamics. J Engng Mech Div, ASCE. 85:(EM3):1959;67-94.
    • (1959) J Engng Mech Div, ASCE , vol.85 , Issue.EM3 , pp. 67-94
    • Newmark, N.M.1
  • 5
    • 84952130600 scopus 로고
    • Collocation, dissipation and overshoot for time integration schemes in structural dynamics
    • Hilber H.M., Hughes T.J.R. Collocation, dissipation and overshoot for time integration schemes in structural dynamics. Earth Engng Struct Dynam. 6:1978;99-117.
    • (1978) Earth Engng Struct Dynam , vol.6 , pp. 99-117
    • Hilber, H.M.1    Hughes, T.J.R.2
  • 7
    • 84985853320 scopus 로고
    • The ρ-family of algorithms for time-step integration with numerical dissipation
    • Bazzi G., Anderheggen E. The ρ-family of algorithms for time-step integration with numerical dissipation. Earth Engng Struct Dynam. 10:1982;537-550.
    • (1982) Earth Engng Struct Dynam , vol.10 , pp. 537-550
    • Bazzi, G.1    Anderheggen, E.2
  • 8
    • 0023997841 scopus 로고
    • Development of an implicit method with numerical dissipation form generalized single-step algorithm for structural dynamics
    • Hoof C., Pahl P.J. Development of an implicit method with numerical dissipation form generalized single-step algorithm for structural dynamics. Comput Meth Appl Mech Engng. 67:1988;367-385.
    • (1988) Comput Meth Appl Mech Engng , vol.67 , pp. 367-385
    • Hoof, C.1    Pahl, P.J.2
  • 9
    • 0024471368 scopus 로고
    • A generalized least-squares family of algorithms for transient dynamic analysis
    • Kujawski J., Gallagher R.H. A generalized least-squares family of algorithms for transient dynamic analysis. Earth Engng Struct Dynam. 18:1989;539-550.
    • (1989) Earth Engng Struct Dynam , vol.18 , pp. 539-550
    • Kujawski, J.1    Gallagher, R.H.2
  • 10
    • 0029289420 scopus 로고
    • Alternative integration methods for problems in structural dynamics
    • Owren B., Simonsen H.H. Alternative integration methods for problems in structural dynamics. Comput Meth Appl Mech Engng. 122:1995;1-10.
    • (1995) Comput Meth Appl Mech Engng , vol.122 , pp. 1-10
    • Owren, B.1    Simonsen, H.H.2
  • 11
    • 0031121036 scopus 로고    scopus 로고
    • Third-order time-step integration methods with controllable numerical dissipation
    • Fung T.C. Third-order time-step integration methods with controllable numerical dissipation. Commun Numer Meth Engng. 13:1997;307-315.
    • (1997) Commun Numer Meth Engng , vol.13 , pp. 307-315
    • Fung, T.C.1
  • 13
    • 0019010803 scopus 로고
    • A one-step method for direct integration of structural dynamic equations
    • Brusa L., Nigro L. A one-step method for direct integration of structural dynamic equations. Int J Numer Meth Engng. 15:1980;685-699.
    • (1980) Int J Numer Meth Engng , vol.15 , pp. 685-699
    • Brusa, L.1    Nigro, L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.