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  • Source: Engineering Failure Analysis. Unidade: EESC

    Subjects: FADIGA DOS MATERIAIS, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      MILAN, Marcelo Tadeu et al. Failure analysis of a SAE 4340 steel locking bolt. Engineering Failure Analysis, v. 11, n. 6, p. 915-924, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.engfailanal.2003.12.003. Acesso em: 02 set. 2024.
    • APA

      Milan, M. T., Spinelli, D., Bose Filho, W. W., Montezuma, M. F. V., & Tita, V. (2004). Failure analysis of a SAE 4340 steel locking bolt. Engineering Failure Analysis, 11( 6), 915-924. doi:10.1016/j.engfailanal.2003.12.003
    • NLM

      Milan MT, Spinelli D, Bose Filho WW, Montezuma MFV, Tita V. Failure analysis of a SAE 4340 steel locking bolt [Internet]. Engineering Failure Analysis. 2004 ; 11( 6): 915-924.[citado 2024 set. 02 ] Available from: https://doi.org/10.1016/j.engfailanal.2003.12.003
    • Vancouver

      Milan MT, Spinelli D, Bose Filho WW, Montezuma MFV, Tita V. Failure analysis of a SAE 4340 steel locking bolt [Internet]. Engineering Failure Analysis. 2004 ; 11( 6): 915-924.[citado 2024 set. 02 ] Available from: https://doi.org/10.1016/j.engfailanal.2003.12.003
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      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: 02 set. 2024.
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      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 2024 set. 02 ] 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 2024 set. 02 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
  • Source: Neural Computing & Applications. Unidade: EESC

    Subjects: MAPAS, REDES NEURAIS, CONTROLADORES PROGRAMÁVEIS

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    • ABNT

      BRAGA, Arthur Plínio de Souza e ARAÚJO, Aluízio Fausto Ribeiro. A topological reinforcement learning agent for navigation. Neural Computing & Applications, v. 12, n. 3-4, p. 220-236, 2003Tradução . . Disponível em: https://doi.org/10.1007/s00521-003-0385-9. Acesso em: 02 set. 2024.
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      Braga, A. P. de S., & Araújo, A. F. R. (2003). A topological reinforcement learning agent for navigation. Neural Computing & Applications, 12( 3-4), 220-236. doi:10.1007/s00521-003-0385-9
    • NLM

      Braga AP de S, Araújo AFR. A topological reinforcement learning agent for navigation [Internet]. Neural Computing & Applications. 2003 ; 12( 3-4): 220-236.[citado 2024 set. 02 ] Available from: https://doi.org/10.1007/s00521-003-0385-9
    • Vancouver

      Braga AP de S, Araújo AFR. A topological reinforcement learning agent for navigation [Internet]. Neural Computing & Applications. 2003 ; 12( 3-4): 220-236.[citado 2024 set. 02 ] Available from: https://doi.org/10.1007/s00521-003-0385-9
  • 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: 02 set. 2024.
    • 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 2024 set. 02 ] 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 2024 set. 02 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO, CISALHAMENTO, ESTRUTURAS

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      MENDONÇA, A. V. e PAIVA, João Batista de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements, v. 24, p. 237-247, 2000Tradução . . Acesso em: 02 set. 2024.
    • APA

      Mendonça, A. V., & Paiva, J. B. de. (2000). A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements, 24, 237-247.
    • NLM

      Mendonça AV, Paiva JB de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements. 2000 ; 24 237-247.[citado 2024 set. 02 ]
    • Vancouver

      Mendonça AV, Paiva JB de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements. 2000 ; 24 237-247.[citado 2024 set. 02 ]

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