Filtros : "CODA, HUMBERTO BREVES" Removido: "Brasil" Limpar

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  • Source: Composite Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      SOUZA, Vinicius de Barros e FANTUZZI, Nicholas e CODA, Humberto Breves. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates. Composite Structures, v. 371, p. 1-25, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.compstruct.2025.119412. Acesso em: 14 out. 2025.
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      Souza, V. de B., Fantuzzi, N., & Coda, H. B. (2025). A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates. Composite Structures, 371, 1-25. doi:10.1016/j.compstruct.2025.119412
    • NLM

      Souza V de B, Fantuzzi N, Coda HB. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates [Internet]. Composite Structures. 2025 ; 371 1-25.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2025.119412
    • Vancouver

      Souza V de B, Fantuzzi N, Coda HB. A smoothed Zig-Zag plate finite element for the analysis of laminated composite plates [Internet]. Composite Structures. 2025 ; 371 1-25.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2025.119412
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, ESTRUTURAS DE CONCRETO, FRATURA DAS ESTRUTURAS, ESTRUTURAS

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      BOMFIM, Danilo Silva e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, v. 436, p. 1-22, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117716. Acesso em: 14 out. 2025.
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      Bomfim, D. S., Coda, H. B., & Paccola, R. R. (2025). Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, 436, 1-22. doi:10.1016/j.cma.2024.117716
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      Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 out. 14 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
    • Vancouver

      Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 out. 14 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS

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      CODA, Humberto Breves. A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 47, n. 20, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-024-05281-3. Acesso em: 14 out. 2025.
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      Coda, H. B. (2024). A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 47( 20). doi:10.1007/s40430-024-05281-3
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      Coda HB. A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2024 ; 47( 20):[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s40430-024-05281-3
    • Vancouver

      Coda HB. A Flory’s only framework for rate-dependent viscoelastoplasticity at large strains [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2024 ; 47( 20):[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s40430-024-05281-3
  • Source: Acta Mechanica. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, POLÍMEROS (MATERIAIS), ESTRUTURAS

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      HAYASHI, Eduardo Yuiti e CODA, Humberto Breves. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00707-024-03914-1. Acesso em: 14 out. 2025.
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      Hayashi, E. Y., & Coda, H. B. (2024). Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity. Acta Mechanica, 1-21. doi:10.1007/s00707-024-03914-1
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      Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
    • Vancouver

      Hayashi EY, Coda HB. Alternative finite strain viscoelastic models: constant and strain rate-dependent viscosity [Internet]. Acta Mechanica. 2024 ; 1-21.[citado 2025 out. 14 ] Available from: http://dx.doi.org/10.1007/s00707-024-03914-1
  • Source: European Journal of Mechanics A : solids. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, VISCOPLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, v. 97, n. Ja 2023, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.euromechsol.2022.104850. Acesso em: 14 out. 2025.
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      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2023). A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE). European Journal of Mechanics A : solids, 97( Ja 2023), 1-20. doi:10.1016/j.euromechsol.2022.104850
    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. A large strain thermodynamically-based viscoelastic–viscoplastic model with application to finite element analysis of polytetrafluoroethylene (PTFE) [Internet]. European Journal of Mechanics A : solids. 2023 ; 97( Ja 2023): 1-20.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.euromechsol.2022.104850
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      ROSA, Rosicley Júnio Rodrigues e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 392, p. 1-28, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114622. Acesso em: 14 out. 2025.
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      Rosa, R. J. R., Coda, H. B., & Sanches, R. A. K. (2022). Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 392, 1-28. doi:10.1016/j.cma.2022.114622
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      Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
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      Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
  • Source: Composite Structures. Unidade: EESC

    Subjects: VIGAS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, ESTRUTURAS

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      CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 14 out. 2025.
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      Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606
    • NLM

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
    • Vancouver

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
  • Source: Engineering with Computers. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA, ESTRUTURAS

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      CODA, Humberto Breves e SANCHES, Rodolfo André Kuche e PACCOLA, Rodrigo Ribeiro. Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, v. 38, p. S311-S329, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00366-020-01148-y. Acesso em: 14 out. 2025.
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      Coda, H. B., Sanches, R. A. K., & Paccola, R. R. (2022). Alternative multiscale material and structures modeling by the finite-element method. Engineering with Computers, 38, S311-S329. doi:10.1007/s00366-020-01148-y
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      Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
    • Vancouver

      Coda HB, Sanches RAK, Paccola RR. Alternative multiscale material and structures modeling by the finite-element method [Internet]. Engineering with Computers. 2022 ; 38 S311-S329.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-020-01148-y
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CODA, Humberto Breves. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, p. [1-22], 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-021-02092-4. Acesso em: 14 out. 2025.
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      Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, [1-22]. doi:10.1007/s00466-021-02092-4
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      Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
    • Vancouver

      Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
  • Source: Engineering Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, v. 246, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113075. Acesso em: 14 out. 2025.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2021). A box element to model semi-rigid connections in shell-based thin-walled structures analysis. Engineering Structures, 246, 1-17. doi:10.1016/j.engstruct.2021.113075
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      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
    • Vancouver

      Soares HB, Paccola RR, Coda HB. A box element to model semi-rigid connections in shell-based thin-walled structures analysis [Internet]. Engineering Structures. 2021 ; 246 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113075
  • Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS

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      CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 14 out. 2025.
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      Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
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      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
  • Source: Engineering with Computers. Unidade: EESC

    Subjects: ESTABILIDADE ESTRUTURAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      KZAM, Aref Kalilo Lima e CODA, Humberto Breves. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures. Engineering with Computers, v. 36, p. 1627-1641, 2020Tradução . . Disponível em: https://doi.org/10.1007/s00366-019-00785-2. Acesso em: 14 out. 2025.
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      Kzam, A. K. L., & Coda, H. B. (2020). Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures. Engineering with Computers, 36, 1627-1641. doi:10.1007/s00366-019-00785-2
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      Kzam AKL, Coda HB. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures [Internet]. Engineering with Computers. 2020 ; 36 1627-1641.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-019-00785-2
    • Vancouver

      Kzam AKL, Coda HB. Geometrically nonlinear Hessian eigenmode decomposition for local stability analysis of thin-walled structures [Internet]. Engineering with Computers. 2020 ; 36 1627-1641.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00366-019-00785-2
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02344-z. Acesso em: 14 out. 2025.
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      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2020). Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-17. doi:10.1007/s40430-020-02344-z
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      Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
  • Source: Computational Mechanics. Unidade: EESC

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

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      FERNANDES, Jeferson Willian Dossa e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, v. 63, n. 3, p. 555-569, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1609-2. Acesso em: 14 out. 2025.
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      Fernandes, J. W. D., Coda, H. B., & Sanches, R. A. K. (2019). ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, 63( 3), 555-569. doi:10.1007/s00466-018-1609-2
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      Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
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      Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: PAREDES, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS

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      SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, v. 136, p. 246-257, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.12.016. Acesso em: 14 out. 2025.
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      Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis. Thin-Walled Structures, 136, 246-257. doi:10.1016/j.tws.2018.12.016
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      Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
    • Vancouver

      Soares HB, Paccola RR, Coda HB. Unconstrained vector positional shell FEM formulation applied to thin-walled members instability analysis [Internet]. Thin-Walled Structures. 2019 ; 136 246-257.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.tws.2018.12.016
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, JUNTAS ESTRUTURAIS, ESTRUTURAS

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      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, v. 64, p. 1517–1535, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-019-01732-0. Acesso em: 14 out. 2025.
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      Siqueira, T. M., & Coda, H. B. (2019). Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, 64, 1517–1535. doi:10.1007/s00466-019-01732-0
    • NLM

      Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
    • Vancouver

      Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2025 out. 14 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE AÇO, PAREDES, MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES, ESTRUTURAS

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      BASAGLIA, Cilmar e CAMOTIM, Dinar e CODA, Humberto Breves. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, v. 127, p. 259-274, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2018.01.038. Acesso em: 14 out. 2025.
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      Basaglia, C., Camotim, D., & Coda, H. B. (2018). Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames. Thin-Walled Structures, 127, 259-274. doi:10.1016/j.tws.2018.01.038
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      Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
    • Vancouver

      Basaglia C, Camotim D, Coda HB. Generalised beam theory (GBT) formulation to analyse the vibration behaviour of thin-walled steel frames [Internet]. Thin-Walled Structures. 2018 ; 127 259-274.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.tws.2018.01.038
  • Source: Proceedings. Conference titles: International Conference on Computational Methods - ICCM. Unidade: EESC

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

    How to cite
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      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. 2018, Anais.. Rome, Italy: Universitá Di Roma, 2018. . Acesso em: 14 out. 2025.
    • APA

      Siqueira, T. M., & Coda, H. B. (2018). A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. In Proceedings. Rome, Italy: Universitá Di Roma.
    • NLM

      Siqueira TM, Coda HB. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. Proceedings. 2018 ;[citado 2025 out. 14 ]
    • Vancouver

      Siqueira TM, Coda HB. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. Proceedings. 2018 ;[citado 2025 out. 14 ]
  • Source: Finite Elements in Analysis and Design. Unidade: EESC

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

    Acesso à fonteDOIHow to cite
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      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: 14 out. 2025.
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      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 out. 14 ] 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 out. 14 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
  • Source: Composite Structures. Unidade: EESC

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

    Acesso à fonteDOIHow to cite
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      CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, v. 200, p. 849-863, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2018.06.009. Acesso em: 14 out. 2025.
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      Carrazedo, R., Paccola, R. R., & Coda, H. B. (2018). Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells. Composite Structures, 200, 849-863. doi:10.1016/j.compstruct.2018.06.009
    • NLM

      Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB. Active face prismatic positional finite element for linear and geometrically nonlinear analysis of honeycomb sandwich plates and shells [Internet]. Composite Structures. 2018 ; 200 849-863.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/j.compstruct.2018.06.009

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