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Earthquake Engineering & Structural Dynamics
Volumn 24, Issue 6, 1995, Pages 917-934
Dynamic analysis of large 3‐D underground structures by the bem
Author keywords

[No Author keywords available]
Indexed keywords

BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; TUNNEL;
EID: 0029416425     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.4290240609     Document Type: Article
Times cited : (117)
References (111)
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    • (1973)
    • Goto, Y.1    Ota, J.2    Sato, T.3
  • 60
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    • (1963)
    • Ang, A.H.S.1    Newmark, N.M.2
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    • (1971)
    • Ang, A.H.S.1    Newmark, N.M.2
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    • ‘A method for computer simulation of problems in solid mechanics and gas dynamics in three‐dimensions and time’, Report UCRL‐51574, Lawrence Livermore Laboratory, University of California, Pasadena
    • (1974)
    • Wilkins, M.L.1
  • 64
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    • ‘Nonlinear finite element code for analyzing the blast response of underground structures’, Report No. DACA 365–67–0020. Structural Engineering Laboratory, University of California, Berkeley
    • (1970)
    • Farhoomand, I.1    Wilson, E.L.2
  • 83
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    • Dynamic soil—structure interaction in 3‐D underground structures
    • C. A. Brebbia, J. Dominguez, F. Paris, (eds), Elsevier Applied Science, London
    • (1992) Boundary Elements XIV , vol.2 , pp. 169-178
    • Stamos, A.A.1    Beskos, D.E.2
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    • A combined ADINA‐finite difference approach with substructuring for solving seismically induced nonlinear soil—structure interaction problems
    • (1989) Comput. struct. , vol.32 , pp. 779-785
    • Chen, Y.1    Krauthammer, T.2
  • 102
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    • ‘Dynamic response of underground structures’, Ph.D. Thesis, University of Patras, Patras, Greece, (in Greek).
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    • C. A. Brebbia, Pentech Press, London
    • (1978) Recent Advances in Boundary Element Methods , pp. 391-404
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    • Numerical inversion of Laplace transforms: an efficient improvement to Dubner and Abate's method
    • (1974) Comput. j. , vol.17 , pp. 371-376
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.