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Volumn 39, Issue 23, 1996, Pages 3985-3998

A time-stepping procedure for structural dynamics using gauss point collocation

Author keywords

Collocation; Gauss points; Structural dynamics; Time stepping

Indexed keywords

ALGORITHMS; APPROXIMATION THEORY; EQUATIONS OF MOTION; ERROR ANALYSIS; INTERPOLATION; OPTIMIZATION; VELOCITY; VIBRATIONS (MECHANICAL);

EID: 0030481209     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19961215)39:23<3985::AID-NME33>3.0.CO;2-7     Document Type: Article
Times cited : (24)

References (13)
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  • 2
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  • 3
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    • A survey of direct time-integration methods in computational structural dynamics - II. Implicit methods
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    • (1989) Comp. Struct. , vol.32 , pp. 1387-1401
    • Subbaraj, K.1    Dokainish, M.A.2
  • 4
    • 0002689020 scopus 로고
    • A method of computation for structural dynamics
    • N. M. Newmark, 'A method of computation for structural dynamics', J. Eng. Mech. Div. ASCE, 85, (EM3) 67-94 (1959).
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  • 6
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  • 7
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    • Development of an implicit method with numerical dissipation from a generalised single-step algorithm for structural dynamics
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    • (1988) Comp. Methods Appl. Mech. Eng. , vol.67 , pp. 367-385
    • Hoff, C.1    Pahl, P.J.2
  • 8
    • 0022676024 scopus 로고
    • On the equivalence of alternative finite element schemes in the time domain
    • D. Karamanlidis, 'On the equivalence of alternative finite element schemes in the time domain', Eng. Anal., 3, 45-60 (1986).
    • (1986) Eng. Anal. , vol.3 , pp. 45-60
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  • 10
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    • The accuracy and stability of time domain finite element solutions
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  • 12
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  • 13
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.