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Artigo de periodico
A consistent UVLWT formulation for laminated plane frame analysis considering semi-rigid connections (2018)
Nogueira, Geovanne Viana; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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
Artigo de periodico
A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells (2015)
Coda, Humberto Breves ; Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro. A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells. Finite Elements in Analysis and Design, v. 101, p. 15-33, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2015.03.004. Acesso em: 28 nov. 2025.
APA
Coda, H. B., Sampaio, M. do S. M., & Paccola, R. R. (2015). A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells. Finite Elements in Analysis and Design, 101, 15-33. doi:10.1016/j.finel.2015.03.004
NLM
Coda HB, Sampaio M do SM, Paccola RR. A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells [Internet]. Finite Elements in Analysis and Design. 2015 ; 101 15-33.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2015.03.004
Vancouver
Coda HB, Sampaio M do SM, Paccola RR. A FEM continuous transverse stress distribution for the analysis of geometrically nonlinear elastoplastic laminated plates and shells [Internet]. Finite Elements in Analysis and Design. 2015 ; 101 15-33.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2015.03.004
Artigo de periodico
Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis (2013)
Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, GEOMETRIA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis. Finite Elements in Analysis and Design, v. 56, p. 12-25, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2012.10.003. Acesso em: 28 nov. 2025.
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2013). Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis. Finite Elements in Analysis and Design, 56, 12-25. doi:10.1016/j.finel.2012.10.003
NLM
Sampaio M do SM, Paccola RR, Coda HB. Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis [Internet]. Finite Elements in Analysis and Design. 2013 ; 56 12-25.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2012.10.003
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis [Internet]. Finite Elements in Analysis and Design. 2013 ; 56 12-25.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2012.10.003
Artigo de periodico
Nonlinear positional formulation for space truss analysis (2006)
Greco, Marcelo; Gesualdo, Francisco Antonio Romero; Venturini, Wilson Sérgio; Coda, Humberto Breves
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GRECO, Marcelo et al. Nonlinear positional formulation for space truss analysis. Finite Elements in Analysis and Design, v. 42, n. 12, p. 1079-1086, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2006.04.007. Acesso em: 28 nov. 2025.
APA
Greco, M., Gesualdo, F. A. R., Venturini, W. S., & Coda, H. B. (2006). Nonlinear positional formulation for space truss analysis. Finite Elements in Analysis and Design, 42( 12), 1079-1086. doi:10.1016/j.finel.2006.04.007
NLM
Greco M, Gesualdo FAR, Venturini WS, Coda HB. Nonlinear positional formulation for space truss analysis [Internet]. Finite Elements in Analysis and Design. 2006 ; 42( 12): 1079-1086.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2006.04.007
Vancouver
Greco M, Gesualdo FAR, Venturini WS, Coda HB. Nonlinear positional formulation for space truss analysis [Internet]. Finite Elements in Analysis and Design. 2006 ; 42( 12): 1079-1086.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.finel.2006.04.007

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