ReP USP - Resultado da busca

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: 28 nov. 2025.
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 2025 nov. 28 ] 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 2025 nov. 28 ] Available from: https://doi.org/10.4203/ccp.106.143
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: 28 nov. 2025.
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 2025 nov. 28 ] 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 2025 nov. 28 ] Available from: https://doi.org/10.4203/ccp.106.191
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: 28 nov. 2025.
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 2025 nov. 28 ]
Vancouver
Laier JE, Villalba JD. Influence of incomplete modal data on the performance of a vibration-based damage detection methodology. Proceedings. 2012 ;[citado 2025 nov. 28 ]
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: 28 nov. 2025.
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 2025 nov. 28 ]
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 2025 nov. 28 ]
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: 28 nov. 2025.
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 2025 nov. 28 ]
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 2025 nov. 28 ]
Trabalho de evento-resumo
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
Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 28 nov. 2025.
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 . 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. 2010 ;[citado 2025 nov. 28 ]
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. 2010 ;[citado 2025 nov. 28 ]
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: 28 nov. 2025.
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 2025 nov. 28 ]
Vancouver
Villalba Morales JD, Laier JE. An advanced genetic algorithm for structural damage detection. Civil-Comp Proceedings 93. 2010 ;[citado 2025 nov. 28 ]
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)
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: 28 nov. 2025.
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 2025 nov. 28 ]
Vancouver
Coda HB. Positional finite element for geometrical non-linear dynamics of shells. Civil-Comp Proceedings 93. 2010 ;[citado 2025 nov. 28 ]
Trabalho de evento-resumo
Modelling and characterization of shear actuated piezoelectric fibre composites (2010)
Trindade, Marcelo Areias ; Benjeddou, Ayech
Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS DE FIBRAS, ATUADORES PIEZELÉTRICOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
TRINDADE, Marcelo Areias e BENJEDDOU, Ayech. Modelling and characterization of shear actuated piezoelectric fibre composites. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 28 nov. 2025.
APA
Trindade, M. A., & Benjeddou, A. (2010). Modelling and characterization of shear actuated piezoelectric fibre composites. In . Stirlingshire: Civil-Comp Press.
NLM
Trindade MA, Benjeddou A. Modelling and characterization of shear actuated piezoelectric fibre composites. 2010 ;[citado 2025 nov. 28 ]
Vancouver
Trindade MA, Benjeddou A. Modelling and characterization of shear actuated piezoelectric fibre composites. 2010 ;[citado 2025 nov. 28 ]
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
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: 28 nov. 2025.
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 2025 nov. 28 ]
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 2025 nov. 28 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 nov. 2025.
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 2025 nov. 28 ]
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 2025 nov. 28 ]
Trabalho de evento-resumo
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
Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 nov. 2025.
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 . 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. 2010 ;[citado 2025 nov. 28 ]
Vancouver
Silva HBS, Paiva JB de, Giongo JS. Numerical study on the influence of the plate to beam eccentricity in usual building slabs. 2010 ;[citado 2025 nov. 28 ]
Trabalho de evento-resumo
Positional finite element for geometrical non-linear dynamics of shells (2010)
Coda, Humberto Breves
Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: 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: 28 nov. 2025.
APA
Coda, H. B. (2010). Positional finite element for geometrical non-linear dynamics of shells. In . Stirlingshire: Civil-Comp Press.
NLM
Coda HB. Positional finite element for geometrical non-linear dynamics of shells. 2010 ;[citado 2025 nov. 28 ]
Vancouver
Coda HB. Positional finite element for geometrical non-linear dynamics of shells. 2010 ;[citado 2025 nov. 28 ]
Trabalho de evento-resumo
An advanced genetic algorithm for structural damage detection (2010)
Villalba Morales, Jesús Daniel; Laier, José Elias
Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: ESTRUTURAS, ALGORITMOS GENÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 nov. 2025.
APA
Villalba Morales, J. D., & Laier, J. E. (2010). An advanced genetic algorithm for structural damage detection. In . Stirlingshire: Civil-Comp Press.
NLM
Villalba Morales JD, Laier JE. An advanced genetic algorithm for structural damage detection. 2010 ;[citado 2025 nov. 28 ]
Vancouver
Villalba Morales JD, Laier JE. An advanced genetic algorithm for structural damage detection. 2010 ;[citado 2025 nov. 28 ]
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: 28 nov. 2025.
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 2025 nov. 28 ]
Vancouver
Coda HB. An enhanced positional finite element formulation for geometrical non-linear analysis of three-dimensional laminate frames. Proceedings. 2008 ;[citado 2025 nov. 28 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 nov. 2025.
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 2025 nov. 28 ]
Vancouver
Laier JE, Noronha Neto C de C. A new consistent mass matrix for Timoshenko's flexural model. Proceedings. 2008 ;[citado 2025 nov. 28 ]
Trabalho de evento
Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations (2004)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, EFEITOS SÍSMICOS NAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. 2004, Anais.. Stirling, Scotland: Civil-Comp Press, 2004. . Acesso em: 28 nov. 2025.
APA
Laier, J. E. (2004). Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. In Proceedings. Stirling, Scotland: Civil-Comp Press.
NLM
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2025 nov. 28 ]
Vancouver
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2025 nov. 28 ]

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