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Artigo de periodico
On the performance of response surface and direct coupling approaches in solution of random crack propagation problems (2011)
Leonel, Edson Denner; Beck, André Teófilo; Venturini, Wilson Sergio
Source: Structural Safety. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, ACOPLAGEM, 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 BECK, André Teófilo e VENTURINI, Wilson Sergio. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, v. 33, n. 4-5, p. 261-274, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2011.04.001. Acesso em: 06 nov. 2024.
APA
Leonel, E. D., Beck, A. T., & Venturini, W. S. (2011). On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, 33( 4-5), 261-274. doi:10.1016/j.strusafe.2011.04.001
NLM
Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
Vancouver
Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
Artigo de periodico
Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach (2011)
Beck, André Teófilo; Silva Junior, Cláudio Roberto Ávila da
Source: Structural Safety. Unidade: EESC
Subjects: MÉTODO DE MONTE CARLO (SIMULAÇÃO), MÉTODO DE GALERKIN, PROCESSOS ESTOCÁSTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e SILVA JUNIOR, Cláudio Roberto Ávila da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach. Structural Safety, v. 33, n. Ja 2011, p. 19-25, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2010.04.006. Acesso em: 06 nov. 2024.
APA
Beck, A. T., & Silva Junior, C. R. Á. da. (2011). Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach. Structural Safety, 33( Ja 2011), 19-25. doi:10.1016/j.strusafe.2010.04.006
NLM
Beck AT, Silva Junior CRÁ da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach [Internet]. Structural Safety. 2011 ; 33( Ja 2011): 19-25.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2010.04.006
Vancouver
Beck AT, Silva Junior CRÁ da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach [Internet]. Structural Safety. 2011 ; 33( Ja 2011): 19-25.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2010.04.006
Artigo de periodico
Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls (2008)
Capuzzo Neto, Valentim; Corrêa, Márcio Roberto Silva; Ramalho, Marcio Antonio
Source: Canadian Journal of Civil Engineering. Unidade: EESC
Subjects: PAREDES, ALVENARIA ARMADA, MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO (RESISTÊNCIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CAPUZZO NETO, Valentim e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls. Canadian Journal of Civil Engineering, v. 35, n. 6, p. 567-573, 2008Tradução . . Disponível em: https://doi.org/10.1139/l07-139. Acesso em: 06 nov. 2024.
APA
Capuzzo Neto, V., Corrêa, M. R. S., & Ramalho, M. A. (2008). Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls. Canadian Journal of Civil Engineering, 35( 6), 567-573. doi:10.1139/l07-139
NLM
Capuzzo Neto V, Corrêa MRS, Ramalho MA. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls [Internet]. Canadian Journal of Civil Engineering. 2008 ; 35( 6): 567-573.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/l07-139
Vancouver
Capuzzo Neto V, Corrêa MRS, Ramalho MA. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls [Internet]. Canadian Journal of Civil Engineering. 2008 ; 35( 6): 567-573.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1139/l07-139
Artigo de periodico
Large screw-floor discharge in a squat steel silo in Brazil: flow and pressure analysis (2008)
Calil Junior, Carlito; Andrade Júnior, Luciano Jorge de
Source: Bulk Solids Handling. Unidade: EESC
Assunto: SILO METÁLICO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CALIL JUNIOR, Carlito e ANDRADE JÚNIOR, Luciano Jorge de. Large screw-floor discharge in a squat steel silo in Brazil: flow and pressure analysis. Bulk Solids Handling, v. 28, n. 3, p. 194-198, 2008Tradução . . Acesso em: 06 nov. 2024.
APA
Calil Junior, C., & Andrade Júnior, L. J. de. (2008). Large screw-floor discharge in a squat steel silo in Brazil: flow and pressure analysis. Bulk Solids Handling, 28( 3), 194-198.
NLM
Calil Junior C, Andrade Júnior LJ de. Large screw-floor discharge in a squat steel silo in Brazil: flow and pressure analysis. Bulk Solids Handling. 2008 ; 28( 3): 194-198.[citado 2024 nov. 06 ]
Vancouver
Calil Junior C, Andrade Júnior LJ de. Large screw-floor discharge in a squat steel silo in Brazil: flow and pressure analysis. Bulk Solids Handling. 2008 ; 28( 3): 194-198.[citado 2024 nov. 06 ]
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: 06 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. 06 ] 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. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001

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