Filtros : "Finite Elements in Analysis and Design" "ESTRUTURAS" Removido: "Rodrigues, Eduardo Alexandre" Limpar

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  • Fonte: Finite Elements in Analysis and Design. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      VIEIRA, Welington Hilário e COSTA, Daniel Dias da e PACCOLA, Rodrigo Ribeiro. High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation. Finite Elements in Analysis and Design, v. 249, p. 1-23, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.finel.2025.104372. Acesso em: 28 nov. 2025.
    • APA

      Vieira, W. H., Costa, D. D. da, & Paccola, R. R. (2025). High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation. Finite Elements in Analysis and Design, 249, 1-23. doi:10.1016/j.finel.2025.104372
    • NLM

      Vieira WH, Costa DD da, Paccola RR. High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation [Internet]. Finite Elements in Analysis and Design. 2025 ; 249 1-23.[citado 2025 nov. 28 ] Available from: https://dx.doi.org/10.1016/j.finel.2025.104372
    • Vancouver

      Vieira WH, Costa DD da, Paccola RR. High aspect ratio interface elements for mesoscale modelling of concrete under dynamic fracture propagation [Internet]. Finite Elements in Analysis and Design. 2025 ; 249 1-23.[citado 2025 nov. 28 ] Available from: https://dx.doi.org/10.1016/j.finel.2025.104372
  • Fonte: Finite Elements in Analysis and Design. Unidade: EESC

    Assuntos: DINÂMICA DOS FLUÍDOS, SISTEMAS LAGRANGIANOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      AVANCINE, Giovane e SANCHES, Rodolfo André Kuche. A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, v. 169, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2019.103348. Acesso em: 28 nov. 2025.
    • APA

      Avancine, G., & Sanches, R. A. K. (2020). A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, 169, 1-17. doi:10.1016/j.finel.2019.103348
    • NLM

      Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2019.103348
    • Vancouver

      Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2019.103348
  • Fonte: Finite Elements in Analysis and Design. Unidade: EESC

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

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    • ABNT

      NOGUEIRA, Geovanne Viana e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections. Finite Elements in Analysis and Design, v. 140, p. 59-83, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2017.11.008. Acesso em: 28 nov. 2025.
    • APA

      Nogueira, G. V., Paccola, R. R., & Coda, H. B. (2018). A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections. Finite Elements in Analysis and Design, 140, 59-83. doi:10.1016/j.finel.2017.11.008
    • NLM

      Nogueira GV, Paccola RR, Coda HB. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections [Internet]. Finite Elements in Analysis and Design. 2018 ; 140 59-83.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
    • Vancouver

      Nogueira GV, Paccola RR, Coda HB. A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections [Internet]. Finite Elements in Analysis and Design. 2018 ; 140 59-83.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
  • Fonte: Finite Elements in Analysis and Design. Unidade: EESC

    Assuntos: DINÂMICA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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    • ABNT

      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms. Finite Elements in Analysis and Design, v. 129, p. 63-77, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2016.12.005. Acesso em: 28 nov. 2025.
    • APA

      Siqueira, T. M., & Coda, H. B. (2017). Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms. Finite Elements in Analysis and Design, 129, 63-77. doi:10.1016/j.finel.2016.12.005
    • NLM

      Siqueira TM, Coda HB. Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms [Internet]. Finite Elements in Analysis and Design. 2017 ; 129 63-77.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2016.12.005
    • Vancouver

      Siqueira TM, Coda HB. Total Lagrangian FEM formulation for nonlinear dynamics of sliding connections in viscoelastic plane structures and mechanisms [Internet]. Finite Elements in Analysis and Design. 2017 ; 129 63-77.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2016.12.005
  • Fonte: Finite Elements in Analysis and Design. Unidades: EEL, EESC

    Assuntos: DEFORMAÇÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      PASCON, João Paulo e CODA, Humberto Breves. Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements. Finite Elements in Analysis and Design, v. 133, p. 25-41, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2017.05.007. Acesso em: 28 nov. 2025.
    • APA

      Pascon, J. P., & Coda, H. B. (2017). Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements. Finite Elements in Analysis and Design, 133, 25-41. doi:10.1016/j.finel.2017.05.007
    • NLM

      Pascon JP, Coda HB. Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements [Internet]. Finite Elements in Analysis and Design. 2017 ; 133 25-41.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2017.05.007
    • Vancouver

      Pascon JP, Coda HB. Finite deformation analysis of visco-hyperelastic materials via solid tetrahedral finite elements [Internet]. Finite Elements in Analysis and Design. 2017 ; 133 25-41.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2017.05.007
  • Fonte: Finite Elements in Analysis and Design. Unidade: EESC

    Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, CONEXÕES ESTRUTURAIS

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    • ABNT

      CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse. Finite Elements in Analysis and Design, v. No 2014, p. 1-15, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2014.07.001. Acesso em: 28 nov. 2025.
    • APA

      Coda, H. B., & Paccola, R. R. (2014). A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse. Finite Elements in Analysis and Design, No 2014, 1-15. doi:10.1016/j.finel.2014.07.001
    • NLM

      Coda HB, Paccola RR. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.001
    • Vancouver

      Coda HB, Paccola RR. A total-Lagrangian position-based FEM applied to physical and geometrical nonlinear dynamics of plane frames including semi-rigid connections and progressive collapse [Internet]. Finite Elements in Analysis and Design. 2014 ; No 2014 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2014.07.001

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