ReP USP - Resultado da busca

Trabalho de evento
Comparative study of boundary element formulations for the analysis of pile-soil interaction (2014)
Rosa, Alessandra Kiyoko da; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, DIFERENÇAS FINITAS
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ABNT
ROSA, Alessandra Kiyoko da e PAIVA, João Batista de. Comparative study of boundary element formulations for the analysis of pile-soil interaction. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.191. Acesso em: 26 jun. 2024.
APA
Rosa, A. K. da, & Paiva, J. B. de. (2014). Comparative study of boundary element formulations for the analysis of pile-soil interaction. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.191
NLM
Rosa AK da, Paiva JB de. Comparative study of boundary element formulations for the analysis of pile-soil interaction [Internet]. Proceedings. 2014 ;[citado 2024 jun. 26 ] Available from: https://doi.org/10.4203/ccp.106.191
Vancouver
Rosa AK da, Paiva JB de. Comparative study of boundary element formulations for the analysis of pile-soil interaction [Internet]. Proceedings. 2014 ;[citado 2024 jun. 26 ] Available from: https://doi.org/10.4203/ccp.106.191
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 26 jun. 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 jun. 26 ] 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 jun. 26 ] Available from: https://doi.org/10.4203/ccp.106.143
Trabalho de evento
Simulating piled rafts in layered media using finite element: boundary element formulations (2013)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, ESTACAS, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. Simulating piled rafts in layered media using finite element: boundary element formulations. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. . Acesso em: 26 jun. 2024.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2013). Simulating piled rafts in layered media using finite element: boundary element formulations. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press.
NLM
Ribeiro DB, Paiva JB de. Simulating piled rafts in layered media using finite element: boundary element formulations. Proceedings. 2013 ;[citado 2024 jun. 26 ]
Vancouver
Ribeiro DB, Paiva JB de. Simulating piled rafts in layered media using finite element: boundary element formulations. Proceedings. 2013 ;[citado 2024 jun. 26 ]
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
Source: Proceedings. Conference titles: 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: 26 jun. 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 jun. 26 ]
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 jun. 26 ]
Trabalho de evento
Dynamic behaviour of reinforced concrete floating slabs (2012)
Carrazedo, Ricardo; Carvalho, Janaína Tobias de; Takeuti, Adilson Roberto
Source: Proceedings. Conference titles: International Conference on Railway Technology: Research, Development and Maintenance. Unidade: EESC
Subjects: LAJES, CONCRETO ARMADO, VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
CARRAZEDO, Ricardo e CARVALHO, Janaína Tobias de e TAKEUTI, Adilson Roberto. Dynamic behaviour of reinforced concrete floating slabs. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 26 jun. 2024.
APA
Carrazedo, R., Carvalho, J. T. de, & Takeuti, A. R. (2012). Dynamic behaviour of reinforced concrete floating slabs. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Carrazedo R, Carvalho JT de, Takeuti AR. Dynamic behaviour of reinforced concrete floating slabs. Proceedings. 2012 ;[citado 2024 jun. 26 ]
Vancouver
Carrazedo R, Carvalho JT de, Takeuti AR. Dynamic behaviour of reinforced concrete floating slabs. Proceedings. 2012 ;[citado 2024 jun. 26 ]
Trabalho de evento
Influence of incomplete modal data on the performance of a vibration-based damage detection methodology (2012)
Laier, José Elias; Villalba, Jesús Daniel
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: DETECÇÃO DE PARTÍCULAS (OTIMIZAÇÃO), MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
LAIER, José Elias e VILLALBA, Jesús Daniel. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. 2012, Anais.. Stirlingshire: Civil-Comp Press, 2012. . Acesso em: 26 jun. 2024.
APA
Laier, J. E., & Villalba, J. D. (2012). Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Laier JE, Villalba JD. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. Proceedings. 2012 ;[citado 2024 jun. 26 ]
Vancouver
Laier JE, Villalba JD. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. Proceedings. 2012 ;[citado 2024 jun. 26 ]
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, GEOMETRIA, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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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: 26 jun. 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 jun. 26 ]
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 jun. 26 ]
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
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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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: 26 jun. 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 jun. 26 ]
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 jun. 26 ]
Trabalho de evento
An advanced genetic algorithm for structural damage detection (2010)
Villalba Morales, Jesús Daniel; Laier, José Elias
Source: Civil-Comp Proceedings 93. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: ESTRUTURAS, ALGORITMOS GENÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
VILLALBA MORALES, Jesús Daniel e LAIER, José Elias. An advanced genetic algorithm for structural damage detection. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 26 jun. 2024.
APA
Villalba Morales, J. D., & Laier, J. E. (2010). An advanced genetic algorithm for structural damage detection. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press.
NLM
Villalba Morales JD, Laier JE. An advanced genetic algorithm for structural damage detection. Civil-Comp Proceedings 93. 2010 ;[citado 2024 jun. 26 ]
Vancouver
Villalba Morales JD, Laier JE. An advanced genetic algorithm for structural damage detection. Civil-Comp Proceedings 93. 2010 ;[citado 2024 jun. 26 ]
Trabalho de evento
Positional finite element for geometrical non-linear dynamics of shells (2010)
Coda, Humberto Breves
Source: Civil-Comp Proceedings 93. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCHAS (ENGENHARIA)
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ABNT
CODA, Humberto Breves. Positional finite element for geometrical non-linear dynamics of shells. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 26 jun. 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 jun. 26 ]
Vancouver
Coda HB. Positional finite element for geometrical non-linear dynamics of shells. Civil-Comp Proceedings 93. 2010 ;[citado 2024 jun. 26 ]
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
Source: Civil-Comp Proceedings 93. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO ARMADO
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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: 26 jun. 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 jun. 26 ]
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 jun. 26 ]
Trabalho de evento
Numerical study on the influence of the plate to beam eccentricity in usual building slabs (2010)
Silva, Hugo Bonetti Santos; Paiva, João Batista de; Giongo, José Samuel
Source: Civil-Comp Proceedings 93. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
SILVA, Hugo Bonetti Santos e PAIVA, João Batista de e GIONGO, José Samuel. Numerical study on the influence of the plate to beam eccentricity in usual building slabs. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 26 jun. 2024.
APA
Silva, H. B. S., Paiva, J. B. de, & Giongo, J. S. (2010). Numerical study on the influence of the plate to beam eccentricity in usual building slabs. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press.
NLM
Silva HBS, Paiva JB de, Giongo JS. Numerical study on the influence of the plate to beam eccentricity in usual building slabs. Civil-Comp Proceedings 93. 2010 ;[citado 2024 jun. 26 ]
Vancouver
Silva HBS, Paiva JB de, Giongo JS. Numerical study on the influence of the plate to beam eccentricity in usual building slabs. Civil-Comp Proceedings 93. 2010 ;[citado 2024 jun. 26 ]
Trabalho de evento
Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements (2009)
Gonçalves, Roberto Martins; Camotim, Dinar; Ritto-Corrêa, M.
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: PAREDES, FLAMBAGEM, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
GONÇALVES, Roberto Martins e CAMOTIM, Dinar e RITTO-CORRÊA, M. Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. 2009, Anais.. Stirlingshire: Civil-Comp Press, 2009. . Acesso em: 26 jun. 2024.
APA
Gonçalves, R. M., Camotim, D., & Ritto-Corrêa, M. (2009). Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Gonçalves RM, Camotim D, Ritto-Corrêa M. Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. Proceedings. 2009 ;[citado 2024 jun. 26 ]
Vancouver
Gonçalves RM, Camotim D, Ritto-Corrêa M. Local and global buckling and post-buckling analysis of thin-walled members using enhanced beam finite elements. Proceedings. 2009 ;[citado 2024 jun. 26 ]
Trabalho de evento
An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames (2008)
Coda, Humberto Breves
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. 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
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: 26 jun. 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 jun. 26 ]
Vancouver
Coda HB. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Trabalho de evento
DUTOGL: a user-friendly environment for duct analysis (2008)
Menezes Júnior, Raimundo de Aprígio; Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PENSTOCK, REVESTIMENTOS
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ABNT
MENEZES JÚNIOR, Raimundo de Aprígio e MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. DUTOGL: a user-friendly environment for duct analysis. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 26 jun. 2024.
APA
Menezes Júnior, R. de A., Mendonça, Â. V., & Paiva, J. B. de. (2008). DUTOGL: a user-friendly environment for duct analysis. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Menezes Júnior R de A, Mendonça ÂV, Paiva JB de. DUTOGL: a user-friendly environment for duct analysis. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Vancouver
Menezes Júnior R de A, Mendonça ÂV, Paiva JB de. DUTOGL: a user-friendly environment for duct analysis. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Trabalho de evento
Finite element analysis of the use of a geocomposite as a compressible layer to reduce vertical stress on buried structures (2008)
Plácido, Rafael Ribeiro; Bueno, Benedito de Souza
Source: Proceedings. Conference titles: European Geosynthetics Conference. Unidade: EESC
Subjects: ATERROS, GEOSSINTÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
PLÁCIDO, Rafael Ribeiro e BUENO, Benedito de Souza. Finite element analysis of the use of a geocomposite as a compressible layer to reduce vertical stress on buried structures. 2008, Anais.. Edinburgh: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 26 jun. 2024.
APA
Plácido, R. R., & Bueno, B. de S. (2008). Finite element analysis of the use of a geocomposite as a compressible layer to reduce vertical stress on buried structures. In Proceedings. Edinburgh: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Plácido RR, Bueno B de S. Finite element analysis of the use of a geocomposite as a compressible layer to reduce vertical stress on buried structures. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Vancouver
Plácido RR, Bueno B de S. Finite element analysis of the use of a geocomposite as a compressible layer to reduce vertical stress on buried structures. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Trabalho de evento
A new consistent mass matrix for Timoshenko's flexural model (2008)
Laier, José Elias; Noronha Neto, Celso de Carvalho
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA (SIMULAÇÃO), ONDAS SÍSMICAS
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ABNT
LAIER, José Elias e NORONHA NETO, Celso de Carvalho. A new consistent mass matrix for Timoshenko's flexural model. 2008, Anais.. Stirlingshire: Civil-Comp Press, 2008. . Acesso em: 26 jun. 2024.
APA
Laier, J. E., & Noronha Neto, C. de C. (2008). A new consistent mass matrix for Timoshenko's flexural model. In Proceedings. Stirlingshire: Civil-Comp Press.
NLM
Laier JE, Noronha Neto C de C. A new consistent mass matrix for Timoshenko's flexural model. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Vancouver
Laier JE, Noronha Neto C de C. A new consistent mass matrix for Timoshenko's flexural model. Proceedings. 2008 ;[citado 2024 jun. 26 ]
Trabalho de evento
Object oriented boundary element programming: a first approach (2002)
Pagliosa, Paulo Aristarco; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
PAGLIOSA, Paulo Aristarco e PAIVA, João Batista de. Object oriented boundary element programming: a first approach. 2002, Anais.. Stirling: Civil-Comp Pres, 2002. . Acesso em: 26 jun. 2024.
APA
Pagliosa, P. A., & Paiva, J. B. de. (2002). Object oriented boundary element programming: a first approach. In Proceedings. Stirling: Civil-Comp Pres.
NLM
Pagliosa PA, Paiva JB de. Object oriented boundary element programming: a first approach. Proceedings. 2002 ;[citado 2024 jun. 26 ]
Vancouver
Pagliosa PA, Paiva JB de. Object oriented boundary element programming: a first approach. Proceedings. 2002 ;[citado 2024 jun. 26 ]

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