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  • Source: Materials and Structures. Unidade: EESC

    Subjects: CONEXÕES ESTRUTURAIS, ENSAIOS DE CISALHAMENTO

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      ARAÚJO, Daniel de Lima e EL DEBS, Mounir Khalil. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures, v. 38, n. 276, p. 173-181, 2005Tradução . . Disponível em: https://doi.org/10.1007/bf02479342. Acesso em: 19 jun. 2024.
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      Araújo, D. de L., & El Debs, M. K. (2005). Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures, 38( 276), 173-181. doi:10.1007/bf02479342
    • NLM

      Araújo D de L, El Debs MK. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys [Internet]. Materials and Structures. 2005 ; 38( 276): 173-181.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1007/bf02479342
    • Vancouver

      Araújo D de L, El Debs MK. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys [Internet]. Materials and Structures. 2005 ; 38( 276): 173-181.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1007/bf02479342
  • Source: Mathematics and Mechanics of Solids. Unidade: EESC

    Subjects: BIOMATERIAIS, IMAGEAMENTO (BIOENGENHARIA), SINGULARIDADES

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      AGUIAR, Adair Roberto e ANGEL, Yves C. Interface effects and coherent waves in porous elastic media. Mathematics and Mechanics of Solids, v. 10, n. 3, p. 1-20, 2005Tradução . . Acesso em: 19 jun. 2024.
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      Aguiar, A. R., & Angel, Y. C. (2005). Interface effects and coherent waves in porous elastic media. Mathematics and Mechanics of Solids, 10( 3), 1-20.
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      Aguiar AR, Angel YC. Interface effects and coherent waves in porous elastic media. Mathematics and Mechanics of Solids. 2005 ; 10( 3): 1-20.[citado 2024 jun. 19 ]
    • Vancouver

      Aguiar AR, Angel YC. Interface effects and coherent waves in porous elastic media. Mathematics and Mechanics of Solids. 2005 ; 10( 3): 1-20.[citado 2024 jun. 19 ]
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO

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      BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM applied to damage models emphasizing localization and associated regularization techniques. Engineering Analysis with Boundary Elements, v. 29, n. 8, p. 814-827, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2005.04.006. Acesso em: 19 jun. 2024.
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      Botta, A. S., Venturini, W. S., & Benallal, A. (2005). BEM applied to damage models emphasizing localization and associated regularization techniques. Engineering Analysis with Boundary Elements, 29( 8), 814-827. doi:10.1016/j.enganabound.2005.04.006
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      Botta AS, Venturini WS, Benallal A. BEM applied to damage models emphasizing localization and associated regularization techniques [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 8): 814-827.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/j.enganabound.2005.04.006
    • Vancouver

      Botta AS, Venturini WS, Benallal A. BEM applied to damage models emphasizing localization and associated regularization techniques [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 8): 814-827.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/j.enganabound.2005.04.006
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS

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      CODA, Humberto Breves e GRECO, Marcelo. A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, v. 193, n. 33-35, p. 3541-3557, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2004.01.005. Acesso em: 19 jun. 2024.
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      Coda, H. B., & Greco, M. (2004). A simple FEM formulation for large deflection 2D frame analysis based on position description. Computer Methods in Applied Mechanics and Engineering, 193( 33-35), 3541-3557. doi:10.1016/j.cma.2004.01.005
    • NLM

      Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
    • Vancouver

      Coda HB, Greco M. A simple FEM formulation for large deflection 2D frame analysis based on position description [Internet]. Computer Methods in Applied Mechanics and Engineering. 2004 ; 193( 33-35): 3541-3557.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

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

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      MESQUITA, Arthur Dias e CODA, Humberto Breves. New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, v. 192, n. 16-18, p. 1911-1927, 2003Tradução . . Disponível em: https://doi.org/10.1016/S0045-7825(02)00598-4. Acesso em: 19 jun. 2024.
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      Mesquita, A. D., & Coda, H. B. (2003). New methodology for the treatment of two dimensional viscoelastic coupling problems. Computer Methods in Applied Mechanics and Engineering, 192( 16-18), 1911-1927. doi:10.1016/S0045-7825(02)00598-4
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      Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4
    • Vancouver

      Mesquita AD, Coda HB. New methodology for the treatment of two dimensional viscoelastic coupling problems [Internet]. Computer Methods in Applied Mechanics and Engineering. 2003 ; 192( 16-18): 1911-1927.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/S0045-7825(02)00598-4
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS

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      PAIVA, João Batista de e ALIABADI, Mohammad Hossien. Boundary element analysis of zoned plates in bending. Computational Mechanics, v. 25, n. 6, p. 560-566, 2000Tradução . . Disponível em: https://doi.org/10.1007/s004660050503. Acesso em: 19 jun. 2024.
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      Paiva, J. B. de, & Aliabadi, M. H. (2000). Boundary element analysis of zoned plates in bending. Computational Mechanics, 25( 6), 560-566. doi:10.1007/s004660050503
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      Paiva JB de, Aliabadi MH. Boundary element analysis of zoned plates in bending [Internet]. Computational Mechanics. 2000 ; 25( 6): 560-566.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1007/s004660050503
    • Vancouver

      Paiva JB de, Aliabadi MH. Boundary element analysis of zoned plates in bending [Internet]. Computational Mechanics. 2000 ; 25( 6): 560-566.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1007/s004660050503
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, EQUAÇÕES INTEGRAIS

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      CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Dynamic non-linear stress analysis by the mass matrix BEM. Engineering Analysis with Boundary Elements, v. 24, n. 9, p. 623-632, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(00)00047-3. Acesso em: 19 jun. 2024.
    • APA

      Coda, H. B., & Venturini, W. S. (2000). Dynamic non-linear stress analysis by the mass matrix BEM. Engineering Analysis with Boundary Elements, 24( 9), 623-632. doi:10.1016/s0955-7997(00)00047-3
    • NLM

      Coda HB, Venturini WS. Dynamic non-linear stress analysis by the mass matrix BEM [Internet]. Engineering Analysis with Boundary Elements. 2000 ; 24( 9): 623-632.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3
    • Vancouver

      Coda HB, Venturini WS. Dynamic non-linear stress analysis by the mass matrix BEM [Internet]. Engineering Analysis with Boundary Elements. 2000 ; 24( 9): 623-632.[citado 2024 jun. 19 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3

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