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Volumn 30, Issue 7, 2003, Pages 571-577

Identification of elastic constants for orthotropic materials from a structural test

Author keywords

NNCM; Orthotropic; Vertical loads

Indexed keywords

ANISOTROPY; COMPUTER SIMULATION; ELASTICITY; FINITE ELEMENT METHOD; STRESSES;

EID: 0141796251     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(03)00062-4     Document Type: Article
Times cited : (32)

References (11)
  • 1
    • 0019229768 scopus 로고
    • Direct search solution of an inverse problem in elastoplasticity: Identification of cohesion, friction angle and in situ stress by pressure tunnel tests
    • Gioda G. Maier G. Direct search solution of an inverse problem in elastoplasticity: identification of cohesion, friction angle and in situ stress by pressure tunnel tests Int. J. Numer Meth Eng. 15 1980 1823-1848
    • (1980) Int. J. Numer Meth Eng. , vol.15 , pp. 1823-1848
    • Gioda, G.1    Maier, G.2
  • 3
    • 0032858869 scopus 로고    scopus 로고
    • Parameter identification of viscoelastic materials
    • Ohkami T. Swoboda G. Parameter identification of viscoelastic materials Computers and Geotechnics 24 1999 279-295
    • (1999) Computers and Geotechnics , vol.24 , pp. 279-295
    • Ohkami, T.1    Swoboda, G.2
  • 4
    • 0034325790 scopus 로고    scopus 로고
    • Determination of probabilistic parameters of concrete: Solving the inverse problem by using artificial neural networks
    • Fairbairn E.M.R. Ebecken N.F.F. Paz C.N.M. Ulm F.-J. Determination of probabilistic parameters of concrete: solving the inverse problem by using artificial neural networks Computers and Structures 78 2000 497-503
    • (2000) Computers and Structures , vol.78 , pp. 497-503
    • Fairbairn, E.M.R.1    Ebecken, N.F.F.2    Paz, C.N.M.3    Ulm, F.-J.4
  • 5
    • 0141833908 scopus 로고    scopus 로고
    • Soft-computing based structural back analysis of material model parameters for soil in the context of tunnelling according to the new Austrian tunnelling method
    • S. Valliappan, N. Khalili Elsevier Science Ltd
    • Pichler B. Lackner R. Mang H.A. Soft-computing based structural back analysis of material model parameters for soil in the context of tunnelling according to the new Austrian tunnelling method Valliappan S. Khalili N. Proc. Asian Pacific computational mechanics-new frontiers for new millennium 2001 1101-1108 Elsevier Science Ltd
    • (2001) Proc. Asian Pacific Computational Mechanics-new Frontiers for New Millennium , pp. 1101-1108
    • Pichler, B.1    Lackner, R.2    Mang, H.A.3
  • 9
    • 0033862527 scopus 로고    scopus 로고
    • On self-learning finite element code based on monitored response of structures
    • Shin H.S. Pande G.N. On self-learning finite element code based on monitored response of structures Computers and Geotechnics 27 2000 161-178
    • (2000) Computers and Geotechnics , vol.27 , pp. 161-178
    • Shin, H.S.1    Pande, G.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.