Filtros : "Engineering Analysis with Boundary Elements" "2003" Limpar

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  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, INTEGRAÇÃO

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    • ABNT

      MESQUITA, Arthur Dias e CODA, Humberto Breves. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method. Engineering Analysis with Boundary Elements, v. 27, n. 9, p. 885-895, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(03)00060-2. Acesso em: 04 jul. 2025.
    • APA

      Mesquita, A. D., & Coda, H. B. (2003). A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method. Engineering Analysis with Boundary Elements, 27( 9), 885-895. doi:10.1016/s0955-7997(03)00060-2
    • NLM

      Mesquita AD, Coda HB. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 885-895.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
    • Vancouver

      Mesquita AD, Coda HB. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 885-895.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA

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    • ABNT

      LEITE, Luciano Gobo Saraiva e CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Two-dimensional solids reinforced by thin bars using the boundary element method. Engineering Analysis with Boundary Elements, v. 27, n. 3, p. 193-201, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(02)00138-8. Acesso em: 04 jul. 2025.
    • APA

      Leite, L. G. S., Coda, H. B., & Venturini, W. S. (2003). Two-dimensional solids reinforced by thin bars using the boundary element method. Engineering Analysis with Boundary Elements, 27( 3), 193-201. doi:10.1016/s0955-7997(02)00138-8
    • NLM

      Leite LGS, Coda HB, Venturini WS. Two-dimensional solids reinforced by thin bars using the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 3): 193-201.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
    • Vancouver

      Leite LGS, Coda HB, Venturini WS. Two-dimensional solids reinforced by thin bars using the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 3): 193-201.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, FUNDAÇÕES (ENGENHARIA)

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    • ABNT

      MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. Engineering Analysis with Boundary Elements, v. 27, n. 9, p. 919-933, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(03)00061-4. Acesso em: 04 jul. 2025.
    • APA

      Mendonça, Â. V., & Paiva, J. B. de. (2003). An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. Engineering Analysis with Boundary Elements, 27( 9), 919-933. doi:10.1016/s0955-7997(03)00061-4
    • NLM

      Mendonça ÂV, Paiva JB de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 919-933.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
    • Vancouver

      Mendonça ÂV, Paiva JB de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 919-933.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4

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