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  • 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: 01 nov. 2024.
    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
  • Source: Computers and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS, COLUNAS

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    • ABNT

      OLIVEIRA NETO, Luttgardes de e PAIVA, João Batista de. A special BEM for elastostatic analysis of building floor slabs on columns. Computers and Structures, v. 81, n. 6, p. 359-372, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0045-7949(02)00449-2. Acesso em: 01 nov. 2024.
    • APA

      Oliveira Neto, L. de, & Paiva, J. B. de. (2003). A special BEM for elastostatic analysis of building floor slabs on columns. Computers and Structures, 81( 6), 359-372. doi:10.1016/s0045-7949(02)00449-2
    • NLM

      Oliveira Neto L de, Paiva JB de. A special BEM for elastostatic analysis of building floor slabs on columns [Internet]. Computers and Structures. 2003 ; 81( 6): 359-372.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0045-7949(02)00449-2
    • Vancouver

      Oliveira Neto L de, Paiva JB de. A special BEM for elastostatic analysis of building floor slabs on columns [Internet]. Computers and Structures. 2003 ; 81( 6): 359-372.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0045-7949(02)00449-2
  • Source: International Journal of Fatigue : materials, structures, components. Unidade: EESC

    Subjects: ESTRUTURAS DE MADEIRA, FADIGA DAS ESTRUTURAS

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    • ABNT

      MARTÍNEZ ESPINOSA, Mariano e CALIL JUNIOR, Carlito. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints. International Journal of Fatigue : materials, structures, components, v. 25, n. 3, p. 237-243, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0142-1123(02)00077-4. Acesso em: 01 nov. 2024.
    • APA

      Martínez Espinosa, M., & Calil Junior, C. (2003). Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints. International Journal of Fatigue : materials, structures, components, 25( 3), 237-243. doi:10.1016/s0142-1123(02)00077-4
    • NLM

      Martínez Espinosa M, Calil Junior C. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints [Internet]. International Journal of Fatigue : materials, structures, components. 2003 ; 25( 3): 237-243.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0142-1123(02)00077-4
    • Vancouver

      Martínez Espinosa M, Calil Junior C. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints [Internet]. International Journal of Fatigue : materials, structures, components. 2003 ; 25( 3): 237-243.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0142-1123(02)00077-4
  • Source: Computers and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS

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    • ABNT

      REZENDE, Marcelo Novaes de e PAIVA, João Batista de. A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures, v. 76, p. 593-602, 2000Tradução . . Acesso em: 01 nov. 2024.
    • APA

      Rezende, M. N. de, & Paiva, J. B. de. (2000). A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures, 76, 593-602.
    • NLM

      Rezende MN de, Paiva JB de. A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures. 2000 ; 76 593-602.[citado 2024 nov. 01 ]
    • Vancouver

      Rezende MN de, Paiva JB de. A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures. 2000 ; 76 593-602.[citado 2024 nov. 01 ]
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODOS NUMÉRICOS, INTERAÇÃO SOLO-ESTRUTURA

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    • ABNT

      PAIVA, João Batista de e TRONDI, Renata Romanelli. Boundary element analysis of capped and uncapped pile groups. Advances in Engineering Software, v. 30, n. 9-11, p. 715-724, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0965-9978(98)00109-4. Acesso em: 01 nov. 2024.
    • APA

      Paiva, J. B. de, & Trondi, R. R. (1999). Boundary element analysis of capped and uncapped pile groups. Advances in Engineering Software, 30( 9-11), 715-724. doi:10.1016/s0965-9978(98)00109-4
    • NLM

      Paiva JB de, Trondi RR. Boundary element analysis of capped and uncapped pile groups [Internet]. Advances in Engineering Software. 1999 ; 30( 9-11): 715-724.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0965-9978(98)00109-4
    • Vancouver

      Paiva JB de, Trondi RR. Boundary element analysis of capped and uncapped pile groups [Internet]. Advances in Engineering Software. 1999 ; 30( 9-11): 715-724.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1016/s0965-9978(98)00109-4
  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Assunto: MECÂNICA DAS ESTRUTURAS

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    • ABNT

      RUBERT, José Benaque et al. A large strain explicit formulation for composites. International Journal for Numerical Methods in Engineering, v. 46, n. 10, p. 1595-1607, 1999Tradução . . Disponível em: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z. Acesso em: 01 nov. 2024.
    • APA

      Rubert, J. B., Oller, S., Las Casas, E. B. de, Onate, E., & Proença, S. P. B. (1999). A large strain explicit formulation for composites. International Journal for Numerical Methods in Engineering, 46( 10), 1595-1607. doi:10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z
    • NLM

      Rubert JB, Oller S, Las Casas EB de, Onate E, Proença SPB. A large strain explicit formulation for composites [Internet]. International Journal for Numerical Methods in Engineering. 1999 ; 46( 10): 1595-1607.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z
    • Vancouver

      Rubert JB, Oller S, Las Casas EB de, Onate E, Proença SPB. A large strain explicit formulation for composites [Internet]. International Journal for Numerical Methods in Engineering. 1999 ; 46( 10): 1595-1607.[citado 2024 nov. 01 ] Available from: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z

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