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Volumn 43, Issue 11, 2003, Pages 1554-1557+1566

Time domain coupling procedure for FE and SBFE based on linear system theory

Author keywords

Linear system theory; Scaled boundary finite element; Time domain coupling procedure; Unbounded soil structure interaction

Indexed keywords

COMPUTATIONAL COMPLEXITY; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; LINEAR SYSTEMS; TIME DOMAIN ANALYSIS;

EID: 1642276133     PISSN: 10000054     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (4)

References (9)
  • 1
    • 0031554699 scopus 로고    scopus 로고
    • The scaled boundary finite-element method-alias consistent infinitesimal finite-element cell method-for elastodynamics
    • Song C, Wolf J P. The scaled boundary finite-element method-alias consistent infinitesimal finite-element cell method-for elastodynamics[J]. Computer Methods in Applied Mechanics and Engineering, 1997, 147(3-4): 329-355.
    • (1997) Computer Methods in Applied Mechanics and Engineering , vol.147 , Issue.3-4 , pp. 329-355
    • Song, C.1    Wolf, J.P.2
  • 3
    • 0040886172 scopus 로고    scopus 로고
    • Three-dimensional dynamic soil-structure interaction analysis in the time domain
    • Zhang X, Wegner J L, Haddow J B. Three-dimensional dynamic soil-structure interaction analysis in the time domain[J]. Earthquake Engineering and Structural Dynamics, 1999, 28(12): 1501-1524.
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , Issue.12 , pp. 1501-1524
    • Zhang, X.1    Wegner, J.L.2    Haddow, J.B.3
  • 4
    • 0032097089 scopus 로고    scopus 로고
    • Recursive evaluation of interaction forces and property matrices from unit-impulse response functions of unbounded medium based on balancing approximation
    • Paronesso A, Wolf J P. Recursive evaluation of interaction forces and property matrices from unit-impulse response functions of unbounded medium based on balancing approximation[J]. Earthquake Engineering and Structural Dynamics, 1998, 27(6): 609-618.
    • (1998) Earthquake Engineering and Structural Dynamics , vol.27 , Issue.6 , pp. 609-618
    • Paronesso, A.1    Wolf, J.P.2
  • 6
    • 0002334592 scopus 로고
    • A new identification and modal reduction algorithm via singular value decompositions
    • Pacific Grove, California: Hsieh C
    • Kung S. A new identification and modal reduction algorithm via singular value decompositions[A]. Proc 12th Asilomar Conference on Circuits, System and Computers[C]. Pacific Grove, California: Hsieh C, 1978: 705-711.
    • (1978) Proc. 12th Asilomar Conference on Circuits, System and Computers , pp. 705-711
    • Kung, S.1
  • 7
    • 85003365433 scopus 로고
    • Efficient computation of the eigensystem realization algorithm
    • Peterson L D. Efficient computation of the eigensystem realization algorithm[J]. Journal of Guidance, Control, and Dynamics, 1995, 18(3): 395-403.
    • (1995) Journal of Guidance, Control, and Dynamics , vol.18 , Issue.3 , pp. 395-403
    • Peterson, L.D.1
  • 8
    • 0025199617 scopus 로고
    • A fundamental solution due to a periodic point force in the interior of an elastic half-space
    • Banerjee F K, Mamoon S M. A fundamental solution due to a periodic point force in the interior of an elastic half-space[J]. Earthquake Engineering and Structural Dynamics, 1990, 19(1): 91-105.
    • (1990) Earthquake Engineering and Structural Dynamics , vol.19 , Issue.1 , pp. 91-105
    • Banerjee, F.K.1    Mamoon, S.M.2
  • 9
    • 0019007366 scopus 로고
    • Green's tensors for elastic half-spaces - An application of boundary integral equation method
    • Kyoto University
    • Kobayashi S, Nishimura N. Green's tensors for elastic half-spaces - An application of boundary integral equation method[J]. Memoirs of the Faculty of Engineering, Kyoto University, 1980, 42(part2): 228-241.
    • (1980) Memoirs of the Faculty of Engineering , vol.42 , Issue.PART2 , pp. 228-241
    • Kovayashi, S.1    Nishimura, N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.