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Volumn 201, Issue 2, 1997, Pages 262-271

Approximate solutions of non-classically damped linear systems in normalized and physical co-ordinates

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; DEGREES OF FREEDOM (MECHANICS); DIFFERENTIAL EQUATIONS; EIGENVALUES AND EIGENFUNCTIONS; ERROR ANALYSIS; MATRIX ALGEBRA; MODAL ANALYSIS; NATURAL FREQUENCIES; VECTORS;

EID: 0031100522     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.1996.0689     Document Type: Editorial
Times cited : (13)

References (10)
  • 6
    • 0003960319 scopus 로고
    • Englewood Cliffs, NJ: Prentice-Hall; third edition
    • G. NOBLE and J. W. DANIEL 1988 Applied Linear Algebra. Englewood Cliffs, NJ: Prentice-Hall; third edition.
    • (1988) Applied Linear Algebra
    • Noble, G.1    Daniel, J.W.2
  • 8
    • 0010167404 scopus 로고
    • An unconditionally stable parallel transient algorithm with multi-step independent subdomain computation
    • (O. O. Storaasli and E. A. Carmona, editors). Oxford: Pergamon Press.
    • J. K. BENNIGHOF and J.-Y. WU 1991 in Parallel Methods on Large-scale Structural Analysis and Physics Applications (O. O. Storaasli and E. A. Carmona, editors), 217-230. Oxford: Pergamon Press. An unconditionally stable parallel transient algorithm with multi-step independent subdomain computation.
    • (1991) Parallel Methods on Large-scale Structural Analysis and Physics Applications , pp. 217-230
    • Bennighof, J.K.1    Wu, J.-Y.2
  • 9
    • 38249001815 scopus 로고
    • A method of deriving parallel algorithms for direct integration in structural dynamics
    • (O. O. Storaasli, J. M. Housner and D. T. Nguyen, editors). New York: Elsevier
    • R. S. HARICHANDARAN and B. YE 1993 in Parallel Computational Methods for Large-scale Structural Analysis and Design (O. O. Storaasli, J. M. Housner and D. T. Nguyen, editors), 415-420. New York: Elsevier. A method of deriving parallel algorithms for direct integration in structural dynamics.
    • (1993) Parallel Computational Methods for Large-scale Structural Analysis and Design , pp. 415-420
    • Harichandaran, R.S.1    Ye, B.2
  • 10
    • 38249003782 scopus 로고
    • Massively parallel computational methods for finite element analysis of transient structural responses
    • (O. O. Storaasli, J. M. Housner and D. T. Nguyen, editors). New York: Elsevier
    • R. C. SHIEH 1993 in Parallel Computational Methods for Large-scale Structural Analysis and Design (O. O. Storaasli, J. M. Housner and D. T. Nguyen, editors), 421-433. New York: Elsevier. Massively parallel computational methods for finite element analysis of transient structural responses.
    • (1993) Parallel Computational Methods for Large-scale Structural Analysis and Design , pp. 421-433
    • Shieh, R.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.