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Artigo de periodico
Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements (2024)
Teodoro, Chiara Pinheiro; Carrazedo, Rogério
Source: Materials and Structures. Unidade: EESC
Subjects: DANO, CORROSÃO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
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ABNT
TEODORO, Chiara Pinheiro e CARRAZEDO, Rogério. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, v. 57, n. Ju 2024, p. 1-17, 2024Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-024-02386-y. Acesso em: 29 set. 2024.
APA
Teodoro, C. P., & Carrazedo, R. (2024). Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements. Materials and Structures, 57( Ju 2024), 1-17. doi:10.1617/s11527-024-02386-y
NLM
Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 set. 29 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Vancouver
Teodoro CP, Carrazedo R. Nonlinear numerical analysis of corroded reinforced concrete structures using laminated frame elements [Internet]. Materials and Structures. 2024 ; 57( Ju 2024): 1-17.[citado 2024 set. 29 ] Available from: http://dx.doi.org/10.1617/s11527-024-02386-y
Artigo de periodico
Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation (2023)
Kassab, Marcos Pires ; Campello, Eduardo de Morais Barreto ; Pimenta, Paulo de Mattos
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EP
Assunto: ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
KASSAB, Marcos Pires e CAMPELLO, Eduardo de Morais Barreto e PIMENTA, Paulo de Mattos. Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation. Computer Methods in Applied Mechanics and Engineering, v. 407, p. 28 , 2023Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2023.115933. Acesso em: 29 set. 2024.
APA
Kassab, M. P., Campello, E. de M. B., & Pimenta, P. de M. (2023). Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation. Computer Methods in Applied Mechanics and Engineering, 407, 28 . doi:10.1016/j.cma.2023.115933
NLM
Kassab MP, Campello E de MB, Pimenta P de M. Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 407 28 .[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.cma.2023.115933
Vancouver
Kassab MP, Campello E de MB, Pimenta P de M. Advances on kinematically exact rod models for thin-walled open-section members: consistent warping function and nonlinear constitutive equation [Internet]. Computer Methods in Applied Mechanics and Engineering. 2023 ; 407 28 .[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.cma.2023.115933
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
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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: 29 set. 2024.
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 2024 set. 29 ] 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 2024 set. 29 ] Available from: https://doi.org/10.1016/j.finel.2017.11.008
Artigo de periodico
Regularity theory and global existence of small data solutions to semi-linear de Sitter models with power non-linearity (2018)
Ebert, Marcelo Rempel; Reissig, Michael
Source: Nonlinear Analysis : Real World Applications. Unidade: FFCLRP
Subjects: MATEMÁTICA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
EBERT, Marcelo Rempel e REISSIG, Michael. Regularity theory and global existence of small data solutions to semi-linear de Sitter models with power non-linearity. Nonlinear Analysis : Real World Applications, v. 40, p. 14-54, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.nonrwa.2017.08.009. Acesso em: 29 set. 2024.
APA
Ebert, M. R., & Reissig, M. (2018). Regularity theory and global existence of small data solutions to semi-linear de Sitter models with power non-linearity. Nonlinear Analysis : Real World Applications, 40, 14-54. doi:10.1016/j.nonrwa.2017.08.009
NLM
Ebert MR, Reissig M. Regularity theory and global existence of small data solutions to semi-linear de Sitter models with power non-linearity [Internet]. Nonlinear Analysis : Real World Applications. 2018 ; 40 14-54.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.nonrwa.2017.08.009
Vancouver
Ebert MR, Reissig M. Regularity theory and global existence of small data solutions to semi-linear de Sitter models with power non-linearity [Internet]. Nonlinear Analysis : Real World Applications. 2018 ; 40 14-54.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.nonrwa.2017.08.009
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
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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: 29 set. 2024.
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 2024 set. 29 ] 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 2024 set. 29 ] 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
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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: 29 set. 2024.
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 2024 set. 29 ] 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 2024 set. 29 ] Available from: https://doi.org/10.1016/j.finel.2012.10.003
Artigo de periodico
Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes (2008)
Neves, Rodrigo de Azevedo; Chateauneuf, Alaa Mohamed; Venturini, Wilson Sérgio
Source: Structural Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
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ABNT
NEVES, Rodrigo de Azevedo e CHATEAUNEUF, Alaa Mohamed e VENTURINI, Wilson Sérgio. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, v. 30, n. 3, p. 183-199, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2006.11.001. Acesso em: 29 set. 2024.
APA
Neves, R. de A., Chateauneuf, A. M., & Venturini, W. S. (2008). Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, 30( 3), 183-199. doi:10.1016/j.strusafe.2006.11.001
NLM
Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001
Vancouver
Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001
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
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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: 29 set. 2024.
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 2024 set. 29 ] 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 2024 set. 29 ] Available from: https://doi.org/10.1016/j.finel.2006.04.007
Artigo de periodico
Nonlinear dynamic behavior of a flexible structure to combined external acoustic and parametric excitation (2006)
Varoto, Paulo Sergio; Silva, Demian Gomes da
Source: Shock and Vibration. Unidade: EESC
Subjects: DINÂMICA DAS ESTRUTURAS, VIBRAÇÕES DE MÁQUINAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
VAROTO, Paulo Sergio e SILVA, Demian Gomes da. Nonlinear dynamic behavior of a flexible structure to combined external acoustic and parametric excitation. Shock and Vibration, v. 13, n. 4-5, p. 233-254, 2006Tradução . . Disponível em: http://iospress.metapress.com/content/87uy48fdv7exkyuf/?p=b896c8ae60064f3396e16a18c7fef124&pi=2. Acesso em: 29 set. 2024.
APA
Varoto, P. S., & Silva, D. G. da. (2006). Nonlinear dynamic behavior of a flexible structure to combined external acoustic and parametric excitation. Shock and Vibration, 13( 4-5), 233-254. Recuperado de http://iospress.metapress.com/content/87uy48fdv7exkyuf/?p=b896c8ae60064f3396e16a18c7fef124&pi=2
NLM
Varoto PS, Silva DG da. Nonlinear dynamic behavior of a flexible structure to combined external acoustic and parametric excitation [Internet]. Shock and Vibration. 2006 ; 13( 4-5): 233-254.[citado 2024 set. 29 ] Available from: http://iospress.metapress.com/content/87uy48fdv7exkyuf/?p=b896c8ae60064f3396e16a18c7fef124&pi=2
Vancouver
Varoto PS, Silva DG da. Nonlinear dynamic behavior of a flexible structure to combined external acoustic and parametric excitation [Internet]. Shock and Vibration. 2006 ; 13( 4-5): 233-254.[citado 2024 set. 29 ] Available from: http://iospress.metapress.com/content/87uy48fdv7exkyuf/?p=b896c8ae60064f3396e16a18c7fef124&pi=2
Trabalho de evento
Efficient local reliability analysis of reinforced concrete grids (2005)
Neves, Rodrigo Azevedo; Venturini, Wilson Sérgio; Chateauneuf, Alaa Mohamed
Source: Proceedings. Conference titles: International Conference on Structural Safety and Reliability. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
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ABNT
NEVES, Rodrigo Azevedo e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa Mohamed. Efficient local reliability analysis of reinforced concrete grids. 2005, Anais.. Rotterdam: Millpress, 2005. . Acesso em: 29 set. 2024.
APA
Neves, R. A., Venturini, W. S., & Chateauneuf, A. M. (2005). Efficient local reliability analysis of reinforced concrete grids. In Proceedings. Rotterdam: Millpress.
NLM
Neves RA, Venturini WS, Chateauneuf AM. Efficient local reliability analysis of reinforced concrete grids. Proceedings. 2005 ;[citado 2024 set. 29 ]
Vancouver
Neves RA, Venturini WS, Chateauneuf AM. Efficient local reliability analysis of reinforced concrete grids. Proceedings. 2005 ;[citado 2024 set. 29 ]
Artigo de periodico
A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity (2005)
Driemeier, Larissa ; Proença, Sérgio Persival Baroncini; Alves, Marcílio
Source: Communications in Nonlinear Science and Numerical Simulation. Unidades: EP, EESC
Subjects: PLASTICIDADE DAS ESTRUTURAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, TRELIÇAS, MECÂNICA DO DANO
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ABNT
DRIEMEIER, Larissa e PROENÇA, Sérgio Persival Baroncini e ALVES, Marcílio. A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity. Communications in Nonlinear Science and Numerical Simulation, v. 10, n. 5, p. 515-535, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.cnsns.2003.12.002. Acesso em: 29 set. 2024.
APA
Driemeier, L., Proença, S. P. B., & Alves, M. (2005). A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity. Communications in Nonlinear Science and Numerical Simulation, 10( 5), 515-535. doi:10.1016/j.cnsns.2003.12.002
NLM
Driemeier L, Proença SPB, Alves M. A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity [Internet]. Communications in Nonlinear Science and Numerical Simulation. 2005 ; 10( 5): 515-535.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.cnsns.2003.12.002
Vancouver
Driemeier L, Proença SPB, Alves M. A contribution to the numerical nonlinear analysis of three-dimensional truss systems considering large strains, damage and plasticity [Internet]. Communications in Nonlinear Science and Numerical Simulation. 2005 ; 10( 5): 515-535.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/j.cnsns.2003.12.002
Artigo de periodico
A simple FEM formulation for large deflection 2D frame analysis based on position description (2004)
Coda, Humberto Breves; Greco, Marcelo
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
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: 29 set. 2024.
APA
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 set. 29 ] 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 set. 29 ] Available from: https://doi.org/10.1016/j.cma.2004.01.005
Artigo de periodico
Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns (2001)
Mohamed, Alaa; Soares, Rodrigo de Carvalho; Venturini, Wilson Sergio
Source: Structural Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MOHAMED, Alaa e SOARES, Rodrigo de Carvalho e VENTURINI, Wilson Sergio. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns. Structural Safety, n. 2, p. 137-156, 2001Tradução . . Disponível em: https://doi.org/10.1016/s0167-4730(01)00009-1. Acesso em: 29 set. 2024.
APA
Mohamed, A., Soares, R. de C., & Venturini, W. S. (2001). Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns. Structural Safety, ( 2), 137-156. doi:10.1016/s0167-4730(01)00009-1
NLM
Mohamed A, Soares R de C, Venturini WS. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns [Internet]. Structural Safety. 2001 ;( 2): 137-156.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/s0167-4730(01)00009-1
Vancouver
Mohamed A, Soares R de C, Venturini WS. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns [Internet]. Structural Safety. 2001 ;( 2): 137-156.[citado 2024 set. 29 ] Available from: https://doi.org/10.1016/s0167-4730(01)00009-1
Trabalho de evento
Investigation of the causes of the collapse of a large span structure (1999)
Fakury, Ricardo Hallal; Paula, Fernando Amorim de; Gonçalves, Roberto Martins; Silva, Roberto Márcio da
Source: Light-weigth steel and aluminium structures. Conference titles: International Conference on Steel and Aluminium Structures. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, ESTRUTURAS METÁLICAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
FAKURY, Ricardo Hallal et al. Investigation of the causes of the collapse of a large span structure. 1999, Anais.. Amsterdam: Elsevier, 1999. . Acesso em: 29 set. 2024.
APA
Fakury, R. H., Paula, F. A. de, Gonçalves, R. M., & Silva, R. M. da. (1999). Investigation of the causes of the collapse of a large span structure. In Light-weigth steel and aluminium structures. Amsterdam: Elsevier.
NLM
Fakury RH, Paula FA de, Gonçalves RM, Silva RM da. Investigation of the causes of the collapse of a large span structure. Light-weigth steel and aluminium structures. 1999 ;[citado 2024 set. 29 ]
Vancouver
Fakury RH, Paula FA de, Gonçalves RM, Silva RM da. Investigation of the causes of the collapse of a large span structure. Light-weigth steel and aluminium structures. 1999 ;[citado 2024 set. 29 ]

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