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Artigo de periodico
Behaviour of grouted dowels used in precast concrete connections (2012)
Aguiar, Eduardo Aurélio Barros; Bellucio, Ellen Kellen; El Debs, Mounir Khalil
Source: Structural Concrete. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, LIGAÇÕES VIGA-PILAR
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ABNT
AGUIAR, Eduardo Aurélio Barros e BELLUCIO, Ellen Kellen e EL DEBS, Mounir Khalil. Behaviour of grouted dowels used in precast concrete connections. Structural Concrete, v. 13, n. 2, p. 84-94, 2012Tradução . . Disponível em: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract. Acesso em: 03 nov. 2024.
APA
Aguiar, E. A. B., Bellucio, E. K., & El Debs, M. K. (2012). Behaviour of grouted dowels used in precast concrete connections. Structural Concrete, 13( 2), 84-94. doi:10.1002/suco.201100048
NLM
Aguiar EAB, Bellucio EK, El Debs MK. Behaviour of grouted dowels used in precast concrete connections [Internet]. Structural Concrete. 2012 ; 13( 2): 84-94.[citado 2024 nov. 03 ] Available from: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract
Vancouver
Aguiar EAB, Bellucio EK, El Debs MK. Behaviour of grouted dowels used in precast concrete connections [Internet]. Structural Concrete. 2012 ; 13( 2): 84-94.[citado 2024 nov. 03 ] Available from: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract
Artigo de periodico
A cost optimization-based design of precast concrete floors using genetic algorithms (2012)
Albuquerque, Augusto Teixeira de; El Debs, Mounir Khalil; Melo, Antônio Macário Cartaxo de
Source: Automation in Construction. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, ESTRUTURAS (OTIMIZAÇÃO), ALGORITMOS GENÉTICOS
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ABNT
ALBUQUERQUE, Augusto Teixeira de e EL DEBS, Mounir Khalil e MELO, Antônio Macário Cartaxo de. A cost optimization-based design of precast concrete floors using genetic algorithms. Automation in Construction, v. 22, p. 348-356, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.autcon.2011.09.013. Acesso em: 03 nov. 2024.
APA
Albuquerque, A. T. de, El Debs, M. K., & Melo, A. M. C. de. (2012). A cost optimization-based design of precast concrete floors using genetic algorithms. Automation in Construction, 22, 348-356. doi:10.1016/j.autcon.2011.09.013
NLM
Albuquerque AT de, El Debs MK, Melo AMC de. A cost optimization-based design of precast concrete floors using genetic algorithms [Internet]. Automation in Construction. 2012 ; 22 348-356.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.autcon.2011.09.013
Vancouver
Albuquerque AT de, El Debs MK, Melo AMC de. A cost optimization-based design of precast concrete floors using genetic algorithms [Internet]. Automation in Construction. 2012 ; 22 348-356.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.autcon.2011.09.013
Artigo de periodico-apres/intr
The Eleventh Pan-American Congress of Applied Mechanics (PACAM XI)... [Prefácio] (2011)
Aguiar, Adair Roberto
Source: Journal of Mechanics of Materials and Structures. Unidade: EESC
Assunto: MECÂNICA DAS ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto. The Eleventh Pan-American Congress of Applied Mechanics (PACAM XI).. [Prefácio]. Journal of Mechanics of Materials and Structures. Berkeley: Escola de Engenharia de São Carlos, Universidade de São Paulo. . Acesso em: 03 nov. 2024. , 2011
APA
Aguiar, A. R. (2011). The Eleventh Pan-American Congress of Applied Mechanics (PACAM XI).. [Prefácio]. Journal of Mechanics of Materials and Structures. Berkeley: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Aguiar AR. The Eleventh Pan-American Congress of Applied Mechanics (PACAM XI).. [Prefácio]. Journal of Mechanics of Materials and Structures. 2011 ; 6( 7-8): 949-950.[citado 2024 nov. 03 ]
Vancouver
Aguiar AR. The Eleventh Pan-American Congress of Applied Mechanics (PACAM XI).. [Prefácio]. Journal of Mechanics of Materials and Structures. 2011 ; 6( 7-8): 949-950.[citado 2024 nov. 03 ]
Artigo de periodico
Dispersion relations for SH waves on a magnetoelectroelastic heterostructure with imperfect interfaces (2011)
Otero, José A.; Calas, Héctor; Rodríguez-Ramos, Reinaldo; Bravo-Castillero, Julián; Aguiar, Adair Roberto; Monsivais, Guillermo
Source: Journal of Mechanics of Materials and Structures. Unidade: EESC
Assunto: MECÂNICA DAS ESTRUTURAS
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ABNT
OTERO, José A. et al. Dispersion relations for SH waves on a magnetoelectroelastic heterostructure with imperfect interfaces. Journal of Mechanics of Materials and Structures, v. 6, n. 7-8, p. 969-993, 2011Tradução . . Disponível em: https://doi.org/10.2140/jomms.2011.6.969. Acesso em: 03 nov. 2024.
APA
Otero, J. A., Calas, H., Rodríguez-Ramos, R., Bravo-Castillero, J., Aguiar, A. R., & Monsivais, G. (2011). Dispersion relations for SH waves on a magnetoelectroelastic heterostructure with imperfect interfaces. Journal of Mechanics of Materials and Structures, 6( 7-8), 969-993. doi:10.2140/jomms.2011.6.969
NLM
Otero JA, Calas H, Rodríguez-Ramos R, Bravo-Castillero J, Aguiar AR, Monsivais G. Dispersion relations for SH waves on a magnetoelectroelastic heterostructure with imperfect interfaces [Internet]. Journal of Mechanics of Materials and Structures. 2011 ; 6( 7-8): 969-993.[citado 2024 nov. 03 ] Available from: https://doi.org/10.2140/jomms.2011.6.969
Vancouver
Otero JA, Calas H, Rodríguez-Ramos R, Bravo-Castillero J, Aguiar AR, Monsivais G. Dispersion relations for SH waves on a magnetoelectroelastic heterostructure with imperfect interfaces [Internet]. Journal of Mechanics of Materials and Structures. 2011 ; 6( 7-8): 969-993.[citado 2024 nov. 03 ] Available from: https://doi.org/10.2140/jomms.2011.6.969
Artigo de periodico
A solid-lake FEM for geometrically non-linear 3D frames (2009)
Coda, Humberto Breves
Source: Composites Part A : applied science and manufacturing. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
CODA, Humberto Breves. A solid-lake FEM for geometrically non-linear 3D frames. Composites Part A : applied science and manufacturing, v. 198, n. 47-48, p. 3712-3722, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2009.08.001. Acesso em: 03 nov. 2024.
APA
Coda, H. B. (2009). A solid-lake FEM for geometrically non-linear 3D frames. Composites Part A : applied science and manufacturing, 198( 47-48), 3712-3722. doi:10.1016/j.cma.2009.08.001
NLM
Coda HB. A solid-lake FEM for geometrically non-linear 3D frames [Internet]. Composites Part A : applied science and manufacturing. 2009 ; 198( 47-48): 3712-3722.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.cma.2009.08.001
Vancouver
Coda HB. A solid-lake FEM for geometrically non-linear 3D frames [Internet]. Composites Part A : applied science and manufacturing. 2009 ; 198( 47-48): 3712-3722.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.cma.2009.08.001
Artigo de periodico
A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls (2008)
Ramalho, Márcio Antonio; Taliercio, Alberto; Anzani, Anna; Binda, Luigia; Papa, Enrico
Source: Advances in Engineering Software. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ALVENARIA ARMADA
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ABNT
RAMALHO, Márcio Antonio et al. A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls. Advances in Engineering Software, v. 39, n. 4, p. 249-257, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2007.01.003. Acesso em: 03 nov. 2024.
APA
Ramalho, M. A., Taliercio, A., Anzani, A., Binda, L., & Papa, E. (2008). A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls. Advances in Engineering Software, 39( 4), 249-257. doi:10.1016/j.advengsoft.2007.01.003
NLM
Ramalho MA, Taliercio A, Anzani A, Binda L, Papa E. A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls [Internet]. Advances in Engineering Software. 2008 ; 39( 4): 249-257.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2007.01.003
Vancouver
Ramalho MA, Taliercio A, Anzani A, Binda L, Papa E. A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls [Internet]. Advances in Engineering Software. 2008 ; 39( 4): 249-257.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2007.01.003
Artigo de periodico
Risk optimization of a steel frame communications tower subject to tornado winds (2008)
Beck, André Teófilo; Verzenhassi, Camila Cardozo
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), SEGURANÇA ESTRUTURAL, OTIMIZAÇÃO ESTOCÁSTICA
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ABNT
BECK, André Teófilo e VERZENHASSI, Camila Cardozo. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures, v. 5, n. 3, p. Se 2008, 2008Tradução . . Acesso em: 03 nov. 2024.
APA
Beck, A. T., & Verzenhassi, C. C. (2008). Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures, 5( 3), Se 2008.
NLM
Beck AT, Verzenhassi CC. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2024 nov. 03 ]
Vancouver
Beck AT, Verzenhassi CC. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2024 nov. 03 ]
Artigo de periodico
A positional FEM formulation for geometrical non-linear analysis of shells (2008)
Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CASCAS (ENGENHARIA), ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A positional FEM formulation for geometrical non-linear analysis of shells. Latin American Journal of Solids and Structures, v. 5, n. 3, p. Se 2008, 2008Tradução . . Acesso em: 03 nov. 2024.
APA
Coda, H. B., & Paccola, R. R. (2008). A positional FEM formulation for geometrical non-linear analysis of shells. Latin American Journal of Solids and Structures, 5( 3), Se 2008.
NLM
Coda HB, Paccola RR. A positional FEM formulation for geometrical non-linear analysis of shells. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2024 nov. 03 ]
Vancouver
Coda HB, Paccola RR. A positional FEM formulation for geometrical non-linear analysis of shells. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2024 nov. 03 ]
Artigo de periodico
Structural behaviour of three-pile caps subjected to axial compressive loading (2008)
Miguel, Miriam Gonçalves; Takeya, Toshiaki; Giongo, José Samuel
Source: Materials and Structures. Unidade: EESC
Subjects: ENSAIOS DE COMPRESSÃO, BLOCOS, CONCRETO
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ABNT
MIGUEL, Miriam Gonçalves e TAKEYA, Toshiaki e GIONGO, José Samuel. Structural behaviour of three-pile caps subjected to axial compressive loading. Materials and Structures, v. 41, n. Ja 2008, p. 85-98, 2008Tradução . . Disponível em: https://doi.org/10.1617/s11527-007-9221-5. Acesso em: 03 nov. 2024.
APA
Miguel, M. G., Takeya, T., & Giongo, J. S. (2008). Structural behaviour of three-pile caps subjected to axial compressive loading. Materials and Structures, 41( Ja 2008), 85-98. doi:10.1617/s11527-007-9221-5
NLM
Miguel MG, Takeya T, Giongo JS. Structural behaviour of three-pile caps subjected to axial compressive loading [Internet]. Materials and Structures. 2008 ; 41( Ja 2008): 85-98.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1617/s11527-007-9221-5
Vancouver
Miguel MG, Takeya T, Giongo JS. Structural behaviour of three-pile caps subjected to axial compressive loading [Internet]. Materials and Structures. 2008 ; 41( Ja 2008): 85-98.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1617/s11527-007-9221-5
Artigo de periodico
A study of penalty formulations used in the numerical approximation of a radially symmetric elasticity problem (2008)
Aguiar, Adair Roberto ; Fosdick, Roger L; García Sánchez, Jesus Antonio
Source: Journal of Mechanics of Materials and Structures. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e FOSDICK, Roger L e GARCÍA SÁNCHEZ, Jesus Antonio. A study of penalty formulations used in the numerical approximation of a radially symmetric elasticity problem. Journal of Mechanics of Materials and Structures, v. 3, n. 8, p. 1403-1427, 2008Tradução . . Disponível em: https://doi.org/10.2140/jomms. Acesso em: 03 nov. 2024.
APA
Aguiar, A. R., Fosdick, R. L., & García Sánchez, J. A. (2008). A study of penalty formulations used in the numerical approximation of a radially symmetric elasticity problem. Journal of Mechanics of Materials and Structures, 3( 8), 1403-1427. doi:10.2140/jomms.
NLM
Aguiar AR, Fosdick RL, García Sánchez JA. A study of penalty formulations used in the numerical approximation of a radially symmetric elasticity problem [Internet]. Journal of Mechanics of Materials and Structures. 2008 ; 3( 8): 1403-1427.[citado 2024 nov. 03 ] Available from: https://doi.org/10.2140/jomms.
Vancouver
Aguiar AR, Fosdick RL, García Sánchez JA. A study of penalty formulations used in the numerical approximation of a radially symmetric elasticity problem [Internet]. Journal of Mechanics of Materials and Structures. 2008 ; 3( 8): 1403-1427.[citado 2024 nov. 03 ] Available from: https://doi.org/10.2140/jomms.
Artigo de periodico
The random barrier-crossing problem (2008)
Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE MONTE CARLO, ESTRUTURAS (CONFIABILIDADE)
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ABNT
BECK, André Teófilo. The random barrier-crossing problem. Probabilistic Engineering Mechanics, v. 23, n. 2-3, p. 134-145, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2007.12.001. Acesso em: 03 nov. 2024.
APA
Beck, A. T. (2008). The random barrier-crossing problem. Probabilistic Engineering Mechanics, 23( 2-3), 134-145. doi:10.1016/j.probengmech.2007.12.001
NLM
Beck AT. The random barrier-crossing problem [Internet]. Probabilistic Engineering Mechanics. 2008 ; 23( 2-3): 134-145.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.probengmech.2007.12.001
Vancouver
Beck AT. The random barrier-crossing problem [Internet]. Probabilistic Engineering Mechanics. 2008 ; 23( 2-3): 134-145.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.probengmech.2007.12.001
Artigo de periodico
An improved continuous medium technique for structural frame analysis (2008)
Laier, José Elias
Source: The Structural Design of Tall and Special Buildings. Unidade: EESC
Subjects: MECÂNICA DAS ESTRUTURAS, ELEMENTOS ESTRUTURAIS
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ABNT
LAIER, José Elias. An improved continuous medium technique for structural frame analysis. The Structural Design of Tall and Special Buildings, v. 17, n. 1, p. 25-38, 2008Tradução . . Disponível em: https://doi.org/10.1002/tal.309. Acesso em: 03 nov. 2024.
APA
Laier, J. E. (2008). An improved continuous medium technique for structural frame analysis. The Structural Design of Tall and Special Buildings, 17( 1), 25-38. doi:10.1002/tal.309
NLM
Laier JE. An improved continuous medium technique for structural frame analysis [Internet]. The Structural Design of Tall and Special Buildings. 2008 ; 17( 1): 25-38.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1002/tal.309
Vancouver
Laier JE. An improved continuous medium technique for structural frame analysis [Internet]. The Structural Design of Tall and Special Buildings. 2008 ; 17( 1): 25-38.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1002/tal.309
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: 03 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. 03 ] 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. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
Artigo de periodico
Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists (2007)
Castilho, Vanessa Cristina de; El Debs, Mounir Khalil; Nicoletti, Maria do Carmo
Source: Engineering Applications of Artificial Intelligence. Unidade: EESC
Subjects: CONCRETO PROTENDIDO, ALGORITMOS GENÉTICOS
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ABNT
CASTILHO, Vanessa Cristina de e EL DEBS, Mounir Khalil e NICOLETTI, Maria do Carmo. Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists. Engineering Applications of Artificial Intelligence, v. 20, n. 4, p. 519-530, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.engappai.2006.09.003. Acesso em: 03 nov. 2024.
APA
Castilho, V. C. de, El Debs, M. K., & Nicoletti, M. do C. (2007). Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists. Engineering Applications of Artificial Intelligence, 20( 4), 519-530. doi:10.1016/j.engappai.2006.09.003
NLM
Castilho VC de, El Debs MK, Nicoletti M do C. Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists [Internet]. Engineering Applications of Artificial Intelligence. 2007 ; 20( 4): 519-530.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.engappai.2006.09.003
Vancouver
Castilho VC de, El Debs MK, Nicoletti M do C. Using a modified genetic algorithm to minimize the production costs for slabs of precast prestressed concrete joists [Internet]. Engineering Applications of Artificial Intelligence. 2007 ; 20( 4): 519-530.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.engappai.2006.09.003
Artigo de periodico
An implicit BEM formulation to model strong discontinuities in solids (2007)
Manzoli, Osvaldo Luis ; Venturini, Wilson Sérgio
Source: Computational Mechanics. Unidades: EESC, EP
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MANZOLI, Osvaldo Luis e VENTURINI, Wilson Sérgio. An implicit BEM formulation to model strong discontinuities in solids. Computational Mechanics, v. No 2007, n. 6, p. 901-909, 2007Tradução . . Disponível em: https://doi.org/10.1007/s00466-006-0149-3. Acesso em: 03 nov. 2024.
APA
Manzoli, O. L., & Venturini, W. S. (2007). An implicit BEM formulation to model strong discontinuities in solids. Computational Mechanics, No 2007( 6), 901-909. doi:10.1007/s00466-006-0149-3
NLM
Manzoli OL, Venturini WS. An implicit BEM formulation to model strong discontinuities in solids [Internet]. Computational Mechanics. 2007 ; No 2007( 6): 901-909.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1007/s00466-006-0149-3
Vancouver
Manzoli OL, Venturini WS. An implicit BEM formulation to model strong discontinuities in solids [Internet]. Computational Mechanics. 2007 ; No 2007( 6): 901-909.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1007/s00466-006-0149-3
Artigo de periodico
Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling (2007)
Almeida, Valério da Silva ; Paiva, João Batista de
Source: Advances in Engineering Software. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ALMEIDA, Valério da Silva e PAIVA, João Batista de. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling. Advances in Engineering Software, v. No/Dec. 2007, n. 11-12, p. 835-845, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.034. Acesso em: 03 nov. 2024.
APA
Almeida, V. da S., & Paiva, J. B. de. (2007). Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling. Advances in Engineering Software, No/Dec. 2007( 11-12), 835-845. doi:10.1016/j.advengsoft.2006.08.034
NLM
Almeida V da S, Paiva JB de. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling [Internet]. Advances in Engineering Software. 2007 ; No/Dec. 2007( 11-12): 835-845.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.034
Vancouver
Almeida V da S, Paiva JB de. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling [Internet]. Advances in Engineering Software. 2007 ; No/Dec. 2007( 11-12): 835-845.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.034
Artigo de periodico
Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves (2007)
Laier, José Elias
Source: Advances in Engineering Software. Unidade: EESC
Subjects: DINÂMICA DAS ESTRUTURAS, ONDAS SÍSMICAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves. Advances in Engineering Software, v. 38, n. 8-9, p. Aug./Se 2007, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.018. Acesso em: 03 nov. 2024.
APA
Laier, J. E. (2007). Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves. Advances in Engineering Software, 38( 8-9), Aug./Se 2007. doi:10.1016/j.advengsoft.2006.08.018
NLM
Laier JE. Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.018
Vancouver
Laier JE. Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.018
Artigo de periodico
On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis (1999)
Coda, Humberto Breves; Venturini, Wilson Sérgio
Source: International Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e VENTURINI, Wilson Sérgio. On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis. International Journal of Solids and Structures, v. 36, n. 31, p. 4789-4804, 1999Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf. Acesso em: 03 nov. 2024.
APA
Coda, H. B., & Venturini, W. S. (1999). On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis. International Journal of Solids and Structures, 36( 31), 4789-4804. Recuperado de https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf
NLM
Coda HB, Venturini WS. On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis [Internet]. International Journal of Solids and Structures. 1999 ; 36( 31): 4789-4804.[citado 2024 nov. 03 ] Available from: https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf
Vancouver
Coda HB, Venturini WS. On the coupling of 3D BEM and FEM frame model applied to elastodynamic analysis [Internet]. International Journal of Solids and Structures. 1999 ; 36( 31): 4789-4804.[citado 2024 nov. 03 ] Available from: https://repositorio.usp.br/directbitstream/05c8bad6-ae22-4021-815e-5849d36378e9/PROD_001784_SYSNO_1069640.pdf
Artigo de periodico
A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis (1999)
Coda, Humberto Breves; Venturini, Wilson Sérgio; Aliabadi, M. H.
Source: International Journal for Numerical Methodos in Engineering. Unidade: EESC
Subjects: MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e VENTURINI, Wilson Sérgio e ALIABADI, M. H. A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis. International Journal for Numerical Methodos in Engineering, v. 46, n. 5, p. 695-712, 1999Tradução . . Disponível em: https://doi.org/10.1002/(sici)1097-0207(19991020)46:5%3C695::aid-nme692%3E3.0.co;2-m. Acesso em: 03 nov. 2024.
APA
Coda, H. B., Venturini, W. S., & Aliabadi, M. H. (1999). A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis. International Journal for Numerical Methodos in Engineering, 46( 5), 695-712. doi:10.1002/(sici)1097-0207(19991020)46:5%3C695::aid-nme692%3E3.0.co;2-m
NLM
Coda HB, Venturini WS, Aliabadi MH. A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis [Internet]. International Journal for Numerical Methodos in Engineering. 1999 ; 46( 5): 695-712.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1002/(sici)1097-0207(19991020)46:5%3C695::aid-nme692%3E3.0.co;2-m
Vancouver
Coda HB, Venturini WS, Aliabadi MH. A general 3D BEM/FEM coupling applied to elastodynamic continua/frame structures interaction analysis [Internet]. International Journal for Numerical Methodos in Engineering. 1999 ; 46( 5): 695-712.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1002/(sici)1097-0207(19991020)46:5%3C695::aid-nme692%3E3.0.co;2-m
Artigo de periodico
A large strain explicit formulation for composites (1999)
Rubert, José Benaque; Oller, Sergio; Las Casas, Estevam Barbosa de; Onate, Eugenio; Proença, Sérgio Persival Baroncini
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Assunto: MECÂNICA DAS ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RUBERT, José Benaque et al. A large strain explicit formulation for composites. International Journal for Numerical Methods in Engineering, v. 46, n. 10, p. 1595-1607, 1999Tradução . . Disponível em: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z. Acesso em: 03 nov. 2024.
APA
Rubert, J. B., Oller, S., Las Casas, E. B. de, Onate, E., & Proença, S. P. B. (1999). A large strain explicit formulation for composites. International Journal for Numerical Methods in Engineering, 46( 10), 1595-1607. doi:10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z
NLM
Rubert JB, Oller S, Las Casas EB de, Onate E, Proença SPB. A large strain explicit formulation for composites [Internet]. International Journal for Numerical Methods in Engineering. 1999 ; 46( 10): 1595-1607.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z
Vancouver
Rubert JB, Oller S, Las Casas EB de, Onate E, Proença SPB. A large strain explicit formulation for composites [Internet]. International Journal for Numerical Methods in Engineering. 1999 ; 46( 10): 1595-1607.[citado 2024 nov. 03 ] Available from: https://doi.org/10.1002/(sici)1097-0207(19991210)46:10%3C1595::aid-nme715%3E3.0.co;2-z

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