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Artigo de periodico
Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems (2012)
Leonel, Edson Denner; Chateauneuf, Alaa; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
LEONEL, Edson Denner e CHATEAUNEUF, Alaa e VENTURINI, Wilson Sérgio. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, v. 36, n. 6, p. 944-959, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.12.016. Acesso em: 04 nov. 2024.
APA
Leonel, E. D., Chateauneuf, A., & Venturini, W. S. (2012). Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, 36( 6), 944-959. doi:10.1016/j.enganabound.2011.12.016
NLM
Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
Vancouver
Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
Artigo de periodico
BEM modeling of saturated porous media susceptible to damage (2012)
Lima Junior, Eduardo Toledo de; Venturini, Wilson Sérgio; Benallal, Ahmed
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LIMA JUNIOR, Eduardo Toledo de e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM modeling of saturated porous media susceptible to damage. Engineering Analysis with Boundary Elements, v. 36, n. 2, p. 147-153, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.07.002. Acesso em: 04 nov. 2024.
APA
Lima Junior, E. T. de, Venturini, W. S., & Benallal, A. (2012). BEM modeling of saturated porous media susceptible to damage. Engineering Analysis with Boundary Elements, 36( 2), 147-153. doi:10.1016/j.enganabound.2011.07.002
NLM
Lima Junior ET de, Venturini WS, Benallal A. BEM modeling of saturated porous media susceptible to damage [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 2): 147-153.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2011.07.002
Vancouver
Lima Junior ET de, Venturini WS, Benallal A. BEM modeling of saturated porous media susceptible to damage [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 2): 147-153.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2011.07.002
Artigo de periodico
BEM formulation for reinforced plates (2009)
Waidemam, Leandro; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO (FORMULAÇÃO), PLACAS
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ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, v. 33, n. 6, p. 830-836, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.11.005. Acesso em: 04 nov. 2024.
APA
Waidemam, L., & Venturini, W. S. (2009). BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, 33( 6), 830-836. doi:10.1016/j.enganabound.2008.11.005
NLM
Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
Vancouver
Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
Artigo de periodico
An extended BEM formulation for plates reinforced by rectangular beams (2009)
Waidemam, Leandro; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, 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. An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, v. 33, n. 7, p. 983-992, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.12.006. Acesso em: 04 nov. 2024.
APA
Waidemam, L., & Venturini, W. S. (2009). An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, 33( 7), 983-992. doi:10.1016/j.enganabound.2008.12.006
NLM
Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
Vancouver
Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 04 nov. 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 nov. 04 ] 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 nov. 04 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001
Artigo de periodico
Consolidation of elastic-plastic saturated porous media by the boundary element method (2008)
Benallal, Ahmed; Botta, Alexandre Sampaio; Venturini, Wilson Sérgio
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLASTICIDADE DAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 197, n. 51-52, p. 4626-4644, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2008.06.003. Acesso em: 04 nov. 2024.
APA
Benallal, A., Botta, A. S., & Venturini, W. S. (2008). Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 197( 51-52), 4626-4644. doi:10.1016/j.cma.2008.06.003
NLM
Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
Vancouver
Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
Artigo de periodico
Damage modelling of reinforced concrete beams (2007)
Sanches Júnior, Faustino; Venturini, Wilson Sérgio
Source: Advances in Engineering Software. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO DE ALTO DESEMPENHO, MECÂNICA DO DANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANCHES JÚNIOR, Faustino e VENTURINI, Wilson Sérgio. Damage modelling of reinforced concrete beams. Advances in Engineering Software, v. 38, n. 8-9, p. Aug./Se 2007, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.025. Acesso em: 04 nov. 2024.
APA
Sanches Júnior, F., & Venturini, W. S. (2007). Damage modelling of reinforced concrete beams. Advances in Engineering Software, 38( 8-9), Aug./Se 2007. doi:10.1016/j.advengsoft.2006.08.025
NLM
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
Vancouver
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
Artigo de periodico
Non-linear boundary element analysis of floor slabs reinforced with rectangular beams (2007)
Fernandes, Gabriela Rezende; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERNANDES, Gabriela Rezende e VENTURINI, Wilson Sérgio. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, v. 31, n. 8, p. 721-737, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2006.12.007. Acesso em: 04 nov. 2024.
APA
Fernandes, G. R., & Venturini, W. S. (2007). Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, 31( 8), 721-737. doi:10.1016/j.enganabound.2006.12.007
NLM
Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007
Vancouver
Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007
Artigo de periodico
BEM applied to damage models emphasizing localization and associated regularization techniques (2005)
Botta, Alexandre Sampaio; Venturini, Wilson Sérgio; Benallal, Ahmed
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM applied to damage models emphasizing localization and associated regularization techniques. Engineering Analysis with Boundary Elements, v. 29, n. 8, p. 814-827, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2005.04.006. Acesso em: 04 nov. 2024.
APA
Botta, A. S., Venturini, W. S., & Benallal, A. (2005). BEM applied to damage models emphasizing localization and associated regularization techniques. Engineering Analysis with Boundary Elements, 29( 8), 814-827. doi:10.1016/j.enganabound.2005.04.006
NLM
Botta AS, Venturini WS, Benallal A. BEM applied to damage models emphasizing localization and associated regularization techniques [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 8): 814-827.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2005.04.006
Vancouver
Botta AS, Venturini WS, Benallal A. BEM applied to damage models emphasizing localization and associated regularization techniques [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 8): 814-827.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2005.04.006
Artigo de periodico
Dynamic non-linear stress analysis by the mass matrix BEM (2000)
Coda, Humberto Breves; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, EQUAÇÕES INTEGRAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Dynamic non-linear stress analysis by the mass matrix BEM. Engineering Analysis with Boundary Elements, v. 24, n. 9, p. 623-632, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(00)00047-3. Acesso em: 04 nov. 2024.
APA
Coda, H. B., & Venturini, W. S. (2000). Dynamic non-linear stress analysis by the mass matrix BEM. Engineering Analysis with Boundary Elements, 24( 9), 623-632. doi:10.1016/s0955-7997(00)00047-3
NLM
Coda HB, Venturini WS. Dynamic non-linear stress analysis by the mass matrix BEM [Internet]. Engineering Analysis with Boundary Elements. 2000 ; 24( 9): 623-632.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3
Vancouver
Coda HB, Venturini WS. Dynamic non-linear stress analysis by the mass matrix BEM [Internet]. Engineering Analysis with Boundary Elements. 2000 ; 24( 9): 623-632.[citado 2024 nov. 04 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3

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