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Artigo de periodico
Sixteen properties of Eucalyptus tereticornis wood for strucutral uses (2020)
Nogueira, Marta Cristina de Jesus Albuquerque; Araujo, Victor Almeida de ; Vasconcelos, Juliano Souza; Christoforo, André Luis ; Lahr, Francisco Antonio Rocco
Source: Bioscience Journal. Unidade: EESC
Subjects: EUCALIPTO, DENSIDADE DA MADEIRA, ESTRUTURAS
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ABNT
NOGUEIRA, Marta Cristina de Jesus Albuquerque et al. Sixteen properties of Eucalyptus tereticornis wood for strucutral uses. Bioscience Journal, v. 36, n. 2, p. 449-457, 2020Tradução . . Disponível em: https://doi.org/10.14393/BJ-v36n2a2020-45169. Acesso em: 18 jul. 2024.
APA
Nogueira, M. C. de J. A., Araujo, V. A. de, Vasconcelos, J. S., Christoforo, A. L., & Lahr, F. A. R. (2020). Sixteen properties of Eucalyptus tereticornis wood for strucutral uses. Bioscience Journal, 36( 2), 449-457. doi:10.14393/BJ-v36n2a2020-45169
NLM
Nogueira MC de JA, Araujo VA de, Vasconcelos JS, Christoforo AL, Lahr FAR. Sixteen properties of Eucalyptus tereticornis wood for strucutral uses [Internet]. Bioscience Journal. 2020 ; 36( 2): 449-457.[citado 2024 jul. 18 ] Available from: https://doi.org/10.14393/BJ-v36n2a2020-45169
Vancouver
Nogueira MC de JA, Araujo VA de, Vasconcelos JS, Christoforo AL, Lahr FAR. Sixteen properties of Eucalyptus tereticornis wood for strucutral uses [Internet]. Bioscience Journal. 2020 ; 36( 2): 449-457.[citado 2024 jul. 18 ] Available from: https://doi.org/10.14393/BJ-v36n2a2020-45169
Artigo de periodico
New optimization algorithms for structural reliability analysis (2012)
Santos, Solange Regina dos; Matioli, Luiz Carlos; Beck, André Teófilo
Source: Computer Modeling in Engineering and Sciences - CMES. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), PROGRAMAÇÃO NÃO LINEAR, ALGORITMOS (OTIMIZAÇÃO)
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ABNT
SANTOS, Solange Regina dos e MATIOLI, Luiz Carlos e BECK, André Teófilo. New optimization algorithms for structural reliability analysis. Computer Modeling in Engineering and Sciences - CMES, v. 83, n. 1, p. 23-55, 2012Tradução . . Disponível em: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf. Acesso em: 18 jul. 2024.
APA
Santos, S. R. dos, Matioli, L. C., & Beck, A. T. (2012). New optimization algorithms for structural reliability analysis. Computer Modeling in Engineering and Sciences - CMES, 83( 1), 23-55. doi:10.3970/cmes.2012.083.023
NLM
Santos SR dos, Matioli LC, Beck AT. New optimization algorithms for structural reliability analysis [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2012 ; 83( 1): 23-55.[citado 2024 jul. 18 ] Available from: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf
Vancouver
Santos SR dos, Matioli LC, Beck AT. New optimization algorithms for structural reliability analysis [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2012 ; 83( 1): 23-55.[citado 2024 jul. 18 ] Available from: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf
Artigo de periodico
A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames (2011)
Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: DINÂMICA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, v. 47, n. 4, p. 319-333, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2010.11.001. Acesso em: 18 jul. 2024.
APA
Coda, H. B., & Paccola, R. R. (2011). A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, 47( 4), 319-333. doi:10.1016/j.finel.2010.11.001
NLM
Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2024 jul. 18 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001
Vancouver
Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2024 jul. 18 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001
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: 18 jul. 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 jul. 18 ]
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 jul. 18 ]
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: 18 jul. 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 jul. 18 ] 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 jul. 18 ] Available from: https://doi.org/10.2140/jomms.2011.6.969
Artigo de periodico
A BEM model applied to failure analysis of multi-fractured structures (2011)
Leonel, Edson Denner; Venturini, Wilson Sérgio; Chateauneuf, Alaa
Source: Engineering Failure Analysis. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS
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ABNT
LEONEL, Edson Denner e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa. A BEM model applied to failure analysis of multi-fractured structures. Engineering Failure Analysis, v. 18, n. 6, p. 1538-1549, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.engfailanal.2011.05.014. Acesso em: 18 jul. 2024.
APA
Leonel, E. D., Venturini, W. S., & Chateauneuf, A. (2011). A BEM model applied to failure analysis of multi-fractured structures. Engineering Failure Analysis, 18( 6), 1538-1549. doi:10.1016/j.engfailanal.2011.05.014
NLM
Leonel ED, Venturini WS, Chateauneuf A. A BEM model applied to failure analysis of multi-fractured structures [Internet]. Engineering Failure Analysis. 2011 ; 18( 6): 1538-1549.[citado 2024 jul. 18 ] Available from: https://doi.org/10.1016/j.engfailanal.2011.05.014
Vancouver
Leonel ED, Venturini WS, Chateauneuf A. A BEM model applied to failure analysis of multi-fractured structures [Internet]. Engineering Failure Analysis. 2011 ; 18( 6): 1538-1549.[citado 2024 jul. 18 ] Available from: https://doi.org/10.1016/j.engfailanal.2011.05.014
Artigo de periodico
Alternative positional FEM applied to thermomechanical impact of truss structures (2010)
Carrazedo, Rogério; Coda, Humberto Breves
Source: Finite Elements in Analysis and Design. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS
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ABNT
CARRAZEDO, Rogério e CODA, Humberto Breves. Alternative positional FEM applied to thermomechanical impact of truss structures. Finite Elements in Analysis and Design, v. No 2010, n. 11, p. 1008-1016, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2010.07.008. Acesso em: 18 jul. 2024.
APA
Carrazedo, R., & Coda, H. B. (2010). Alternative positional FEM applied to thermomechanical impact of truss structures. Finite Elements in Analysis and Design, No 2010( 11), 1008-1016. doi:10.1016/j.finel.2010.07.008
NLM
Carrazedo R, Coda HB. Alternative positional FEM applied to thermomechanical impact of truss structures [Internet]. Finite Elements in Analysis and Design. 2010 ; No 2010( 11): 1008-1016.[citado 2024 jul. 18 ] Available from: https://doi.org/10.1016/j.finel.2010.07.008
Vancouver
Carrazedo R, Coda HB. Alternative positional FEM applied to thermomechanical impact of truss structures [Internet]. Finite Elements in Analysis and Design. 2010 ; No 2010( 11): 1008-1016.[citado 2024 jul. 18 ] Available from: https://doi.org/10.1016/j.finel.2010.07.008
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: 18 jul. 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 jul. 18 ] 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 jul. 18 ] Available from: https://doi.org/10.2140/jomms.

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