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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
Boundary element formulation for contact analysis using a tangent operator (2010)
Leonel, Edson Denner ; Venturini, Wilson Sergio
Source: Civil-Comp Proceedings 93. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Boundary element formulation for contact analysis using a tangent operator. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 28 nov. 2025.
APA
Leonel, E. D., & Venturini, W. S. (2010). Boundary element formulation for contact analysis using a tangent operator. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press.
NLM
Leonel ED, Venturini WS. Boundary element formulation for contact analysis using a tangent operator. Civil-Comp Proceedings 93. 2010 ;[citado 2025 nov. 28 ]
Vancouver
Leonel ED, Venturini WS. Boundary element formulation for contact analysis using a tangent operator. Civil-Comp Proceedings 93. 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
An improved third-order mass matrix for Timoshenko's flexural wave propagation (2010)
Laier, José Elias
Source: Civil-Comp Proceedings 93. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Assunto: ANÁLISE NUMÉRICA (SIMULAÇÃO)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. An improved third-order mass matrix for Timoshenko's flexural wave propagation. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 28 nov. 2025.
APA
Laier, J. E. (2010). An improved third-order mass matrix for Timoshenko's flexural wave propagation. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press.
NLM
Laier JE. An improved third-order mass matrix for Timoshenko's flexural wave propagation. Civil-Comp Proceedings 93. 2010 ;[citado 2025 nov. 28 ]
Vancouver
Laier JE. An improved third-order mass matrix for Timoshenko's flexural wave propagation. Civil-Comp Proceedings 93. 2010 ;[citado 2025 nov. 28 ]

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