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Trabalho de evento
Boundary integral equations for bending moments in interfaces of zoned plates with discrete thickness (2002)
Paiva, João Batista de; Aliabadi, Mohammad Hossien
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PAIVA, João Batista de e ALIABADI, Mohammad Hossien. Boundary integral equations for bending moments in interfaces of zoned plates with discrete thickness. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 01 nov. 2024.
APA
Paiva, J. B. de, & Aliabadi, M. H. (2002). Boundary integral equations for bending moments in interfaces of zoned plates with discrete thickness. In Proceedings. Vienna: IACM.
NLM
Paiva JB de, Aliabadi MH. Boundary integral equations for bending moments in interfaces of zoned plates with discrete thickness. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Vancouver
Paiva JB de, Aliabadi MH. Boundary integral equations for bending moments in interfaces of zoned plates with discrete thickness. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Trabalho de evento
A consistent reduction of reinforced concrete beam stiffness based on reliability analysis (2002)
Soares, Rodrigo de Carvalho; Mohamed, Alaa
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Rodrigo de Carvalho e MOHAMED, Alaa. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 01 nov. 2024.
APA
Soares, R. de C., & Mohamed, A. (2002). A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. In Proceedings. Vienna: IACM.
NLM
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Vancouver
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Trabalho de evento
Two-dimensional solids stiffened by thin bars using the boundary element method (2002)
Leite, Luciano Gobo Saraiva; Coda, Humberto Breves; Venturini, Wilson Sérgio
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LEITE, Luciano Gobo Saraiva e CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Two-dimensional solids stiffened by thin bars using the boundary element method. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 01 nov. 2024.
APA
Leite, L. G. S., Coda, H. B., & Venturini, W. S. (2002). Two-dimensional solids stiffened by thin bars using the boundary element method. In Proceedings. Vienna: IACM.
NLM
Leite LGS, Coda HB, Venturini WS. Two-dimensional solids stiffened by thin bars using the boundary element method. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Vancouver
Leite LGS, Coda HB, Venturini WS. Two-dimensional solids stiffened by thin bars using the boundary element method. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Trabalho de evento
Diagonal mass matrix for Timoshenko's flexural waves analysis (2002)
Laier, José Elias
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ONDAS SÍSMICAS, EFEITOS SÍSMICOS NAS ESTRUTURAS, VIGAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LAIER, José Elias. Diagonal mass matrix for Timoshenko's flexural waves analysis. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 01 nov. 2024.
APA
Laier, J. E. (2002). Diagonal mass matrix for Timoshenko's flexural waves analysis. In Proceedings. Vienna: IACM.
NLM
Laier JE. Diagonal mass matrix for Timoshenko's flexural waves analysis. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Vancouver
Laier JE. Diagonal mass matrix for Timoshenko's flexural waves analysis. Proceedings. 2002 ;[citado 2024 nov. 01 ]
Trabalho de evento
A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method (2002)
Barros, Felício Bruzzi; Proença, Sérgio Persival Baroncini; Barcellos, Clovis Sperb de
Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BARROS, Felício Bruzzi e PROENÇA, Sérgio Persival Baroncini e BARCELLOS, Clovis Sperb de. A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method. 2002, Anais.. Vienna: IACM, 2002. Disponível em: https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdf. Acesso em: 01 nov. 2024.
APA
Barros, F. B., Proença, S. P. B., & Barcellos, C. S. de. (2002). A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method. In Proceedings. Vienna: IACM. Recuperado de https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdf
NLM
Barros FB, Proença SPB, Barcellos CS de. A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method [Internet]. Proceedings. 2002 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdf
Vancouver
Barros FB, Proença SPB, Barcellos CS de. A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method [Internet]. Proceedings. 2002 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdf

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