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Trabalho de evento
Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells (2014)
Sampaio, Maria do Socorro Martins; Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, CONCHAS (ENGENHARIA), ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.143. Acesso em: 07 ago. 2024.
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2014). Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.143
NLM
Sampaio M do SM, Coda HB, Paccola RR. Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells [Internet]. Proceedings. 2014 ;[citado 2024 ago. 07 ] Available from: https://doi.org/10.4203/ccp.106.143
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells [Internet]. Proceedings. 2014 ;[citado 2024 ago. 07 ] Available from: https://doi.org/10.4203/ccp.106.143
Trabalho de evento
Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction (2013)
Sampaio, Maria do Socorro Martins; Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assuntos: PLACAS, CONCHAS (ENGENHARIA), CINEMÁTICA, TENSÃO ESTRUTURAL
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ABNT
SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 07 ago. 2024.
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2013). Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Sampaio M do SM, Coda HB, Paccola RR. Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. Proceedings. 2013 ;[citado 2024 ago. 07 ]
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Laminate shell strain enhancement to ensure a continuous stress distribution following a transverse direction. Proceedings. 2013 ;[citado 2024 ago. 07 ]
Trabalho de evento
Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids (2013)
Sampaio, Maria do Socorro Martins; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
SAMPAIO, Maria do Socorro Martins e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 07 ago. 2024.
APA
Sampaio, M. do S. M., Paccola, R. R., & Coda, H. B. (2013). Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Sampaio M do SM, Paccola RR, Coda HB. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. Proceedings. 2013 ;[citado 2024 ago. 07 ]
Vancouver
Sampaio M do SM, Paccola RR, Coda HB. Contact stress analysis of fully adherent fiber-matrix elastic two-dimensional composite solids. Proceedings. 2013 ;[citado 2024 ago. 07 ]
Trabalho de evento
Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames (2012)
Basaglia, Cilmar Donizeti; Camotim, Dinar Reis Zamith; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: VIGAS, ESTRUTURAS DE AÇO, FLAMBAGEM
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ABNT
BASAGLIA, Cilmar Donizeti e CAMOTIM, Dinar Reis Zamith e CODA, Humberto Breves. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 07 ago. 2024.
APA
Basaglia, C. D., Camotim, D. R. Z., & Coda, H. B. (2012). Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Basaglia CD, Camotim DRZ, Coda HB. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Vancouver
Basaglia CD, Camotim DRZ, Coda HB. Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Trabalho de evento
Elastic solids reinforced with Random fibres developing large deformations: a finite element approach (2012)
Sampaio, Maria do Socorro Martins; Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: 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 CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 07 ago. 2024.
APA
Sampaio, M. do S. M., Coda, H. B., & Paccola, R. R. (2012). Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Sampaio M do SM, Coda HB, Paccola RR. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Vancouver
Sampaio M do SM, Coda HB, Paccola RR. Elastic solids reinforced with Random fibres developing large deformations: a finite element approach. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Trabalho de evento
Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method (2012)
Garcia Sánchez, Jesus Antonio; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: 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
GARCIA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 07 ago. 2024.
APA
Garcia Sánchez, J. A., & Coda, H. B. (2012). Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Garcia Sánchez JA, Coda HB. Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Vancouver
Garcia Sánchez JA, Coda HB. Development and implementation of numerical strategies for nonlinear dynamic analysis of risers using the Finite Element Method. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Trabalho de evento
Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application (2012)
Basaglia, Cilmar Donizeti; Camotim, Dinar Reis Zamith; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Coupled Instabilities in Metal Structures. Unidade: EESC
Assuntos: PÓRTICOS, ESTRUTURAS DE AÇO, PÓRTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BASAGLIA, Cilmar Donizeti e CAMOTIM, Dinar Reis Zamith e CODA, Humberto Breves. Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. 2012, Anais.. Glasgow: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2012. . Acesso em: 07 ago. 2024.
APA
Basaglia, C. D., Camotim, D. R. Z., & Coda, H. B. (2012). Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. In Proceedings. Glasgow: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Basaglia CD, Camotim DRZ, Coda HB. Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Vancouver
Basaglia CD, Camotim DRZ, Coda HB. Behaviour, failure and DSM design of cold-formed steel beams: influence of the load point of application. Proceedings. 2012 ;[citado 2024 ago. 07 ]
Trabalho de evento
Positional finite element for geometrical non-linear dynamics of shells (2010)
Coda, Humberto Breves
Fonte: Civil-Comp Proceedings 93. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, CONCHAS (ENGENHARIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves. Positional finite element for geometrical non-linear dynamics of shells. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 07 ago. 2024.
APA
Coda, H. B. (2010). Positional finite element for geometrical non-linear dynamics of shells. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press.
NLM
Coda HB. Positional finite element for geometrical non-linear dynamics of shells. Civil-Comp Proceedings 93. 2010 ;[citado 2024 ago. 07 ]
Vancouver
Coda HB. Positional finite element for geometrical non-linear dynamics of shells. Civil-Comp Proceedings 93. 2010 ;[citado 2024 ago. 07 ]
Trabalho de evento
About the numerical non-linear modelling of steel fiber reinforced concrete structures (2010)
Vanalli, Leandro; Scoaris, Márcio Rogério; Araújo, Daniel de Lima; Paccola, Rodrigo Ribeiro; Coda, Humberto Breves
Fonte: Civil-Comp Proceedings 93. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO ARMADO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VANALLI, Leandro et al. About the numerical non-linear modelling of steel fiber reinforced concrete structures. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 07 ago. 2024.
APA
Vanalli, L., Scoaris, M. R., Araújo, D. de L., Paccola, R. R., & Coda, H. B. (2010). About the numerical non-linear modelling of steel fiber reinforced concrete structures. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press.
NLM
Vanalli L, Scoaris MR, Araújo D de L, Paccola RR, Coda HB. About the numerical non-linear modelling of steel fiber reinforced concrete structures. Civil-Comp Proceedings 93. 2010 ;[citado 2024 ago. 07 ]
Vancouver
Vanalli L, Scoaris MR, Araújo D de L, Paccola RR, Coda HB. About the numerical non-linear modelling of steel fiber reinforced concrete structures. Civil-Comp Proceedings 93. 2010 ;[citado 2024 ago. 07 ]
Trabalho de evento
An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames (2008)
Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: 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
CODA, Humberto Breves. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 07 ago. 2024.
APA
Coda, H. B. (2008). An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Coda HB. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. Proceedings. 2008 ;[citado 2024 ago. 07 ]
Vancouver
Coda HB. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. Proceedings. 2008 ;[citado 2024 ago. 07 ]
Trabalho de evento
Elastoplastic boundary element method formulation for plates with geometrical non-linearity (2008)
Waidemam, Leandro; Venturini, Wilson Sérgio; Coda, Humberto Breves
Fonte: Proceedings. Nome do evento: International Conference on Computational Structures Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio e CODA, Humberto Breves. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 07 ago. 2024.
APA
Waidemam, L., Venturini, W. S., & Coda, H. B. (2008). Elastoplastic boundary element method formulation for plates with geometrical non-linearity. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Waidemam L, Venturini WS, Coda HB. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. Proceedings. 2008 ;[citado 2024 ago. 07 ]
Vancouver
Waidemam L, Venturini WS, Coda HB. Elastoplastic boundary element method formulation for plates with geometrical non-linearity. Proceedings. 2008 ;[citado 2024 ago. 07 ]

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