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Artigo de periodico
Two-dimensional solids reinforced by thin bars using the boundary element method (2003)
Leite, Luciano Gobo Saraiva; Coda, Humberto Breves; Venturini, Wilson Sérgio
Fonte: Engineering Analysis with Boundary Elements. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA
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ABNT
LEITE, Luciano Gobo Saraiva e CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Two-dimensional solids reinforced by thin bars using the boundary element method. Engineering Analysis with Boundary Elements, v. 27, n. 3, p. 193-201, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(02)00138-8. Acesso em: 02 out. 2024.
APA
Leite, L. G. S., Coda, H. B., & Venturini, W. S. (2003). Two-dimensional solids reinforced by thin bars using the boundary element method. Engineering Analysis with Boundary Elements, 27( 3), 193-201. doi:10.1016/s0955-7997(02)00138-8
NLM
Leite LGS, Coda HB, Venturini WS. Two-dimensional solids reinforced by thin bars using the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 3): 193-201.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
Vancouver
Leite LGS, Coda HB, Venturini WS. Two-dimensional solids reinforced by thin bars using the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 3): 193-201.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
Artigo de periodico
A special BEM for elastostatic analysis of building floor slabs on columns (2003)
Oliveira Neto, Luttgardes de; Paiva, João Batista de
Fonte: Computers and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS, COLUNAS
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ABNT
OLIVEIRA NETO, Luttgardes de e PAIVA, João Batista de. A special BEM for elastostatic analysis of building floor slabs on columns. Computers and Structures, v. 81, n. 6, p. 359-372, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0045-7949(02)00449-2. Acesso em: 02 out. 2024.
APA
Oliveira Neto, L. de, & Paiva, J. B. de. (2003). A special BEM for elastostatic analysis of building floor slabs on columns. Computers and Structures, 81( 6), 359-372. doi:10.1016/s0045-7949(02)00449-2
NLM
Oliveira Neto L de, Paiva JB de. A special BEM for elastostatic analysis of building floor slabs on columns [Internet]. Computers and Structures. 2003 ; 81( 6): 359-372.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0045-7949(02)00449-2
Vancouver
Oliveira Neto L de, Paiva JB de. A special BEM for elastostatic analysis of building floor slabs on columns [Internet]. Computers and Structures. 2003 ; 81( 6): 359-372.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0045-7949(02)00449-2
Artigo de periodico
Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints (2003)
Martínez Espinosa, Mariano; Calil Junior, Carlito
Fonte: International Journal of Fatigue : materials, structures, components. Unidade: EESC
Assuntos: ESTRUTURAS DE MADEIRA, FADIGA DAS ESTRUTURAS
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ABNT
MARTÍNEZ ESPINOSA, Mariano e CALIL JUNIOR, Carlito. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints. International Journal of Fatigue : materials, structures, components, v. 25, n. 3, p. 237-243, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0142-1123(02)00077-4. Acesso em: 02 out. 2024.
APA
Martínez Espinosa, M., & Calil Junior, C. (2003). Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints. International Journal of Fatigue : materials, structures, components, 25( 3), 237-243. doi:10.1016/s0142-1123(02)00077-4
NLM
Martínez Espinosa M, Calil Junior C. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints [Internet]. International Journal of Fatigue : materials, structures, components. 2003 ; 25( 3): 237-243.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0142-1123(02)00077-4
Vancouver
Martínez Espinosa M, Calil Junior C. Statistical design and orthogonal polynomial model to estimate the tensile fatigue strength of wooden finger joints [Internet]. International Journal of Fatigue : materials, structures, components. 2003 ; 25( 3): 237-243.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0142-1123(02)00077-4
Artigo de periodico
A parallel algorithm for stiffness matrix assembling in a shared memory environment (2000)
Rezende, Marcelo Novaes de; Paiva, João Batista de
Fonte: Computers and Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS
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ABNT
REZENDE, Marcelo Novaes de e PAIVA, João Batista de. A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures, v. 76, p. 593-602, 2000Tradução . . Acesso em: 02 out. 2024.
APA
Rezende, M. N. de, & Paiva, J. B. de. (2000). A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures, 76, 593-602.
NLM
Rezende MN de, Paiva JB de. A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures. 2000 ; 76 593-602.[citado 2024 out. 02 ]
Vancouver
Rezende MN de, Paiva JB de. A parallel algorithm for stiffness matrix assembling in a shared memory environment. Computers and Structures. 2000 ; 76 593-602.[citado 2024 out. 02 ]
Artigo de periodico
Boundary element analysis of capped and uncapped pile groups (1999)
Paiva, João Batista de; Trondi, Renata Romanelli
Fonte: Advances in Engineering Software. Unidade: EESC
Assuntos: MÉTODOS NUMÉRICOS, INTERAÇÃO SOLO-ESTRUTURA
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ABNT
PAIVA, João Batista de e TRONDI, Renata Romanelli. Boundary element analysis of capped and uncapped pile groups. Advances in Engineering Software, v. 30, n. 9-11, p. 715-724, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0965-9978(98)00109-4. Acesso em: 02 out. 2024.
APA
Paiva, J. B. de, & Trondi, R. R. (1999). Boundary element analysis of capped and uncapped pile groups. Advances in Engineering Software, 30( 9-11), 715-724. doi:10.1016/s0965-9978(98)00109-4
NLM
Paiva JB de, Trondi RR. Boundary element analysis of capped and uncapped pile groups [Internet]. Advances in Engineering Software. 1999 ; 30( 9-11): 715-724.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0965-9978(98)00109-4
Vancouver
Paiva JB de, Trondi RR. Boundary element analysis of capped and uncapped pile groups [Internet]. Advances in Engineering Software. 1999 ; 30( 9-11): 715-724.[citado 2024 out. 02 ] Available from: https://doi.org/10.1016/s0965-9978(98)00109-4
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
Fonte: International Journal for Numerical Methods in Engineering. Unidade: EESC
Assunto: MECÂNICA DAS ESTRUTURAS
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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: 02 out. 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 out. 02 ] 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 out. 02 ] 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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