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Trabalho de evento
A high-order integration algorithm and spurious reflections (2013)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: ONDAS ELETROMAGNÉTICAS (DISPERSÃO), MÉTODOS NUMÉRICOS, MÉTODO DOS ELEMENTOS FINITOS, ALGORITMOS
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ABNT
LAIER, José Elias. A high-order integration algorithm and spurious reflections. 2013, Anais.. Stirlingshire, Scotland: Civil-Comp Press, 2013. Disponível em: https://doi.org/10.4203/ccp.102.56. Acesso em: 09 nov. 2024.
APA
Laier, J. E. (2013). A high-order integration algorithm and spurious reflections. In Proceedings. Stirlingshire, Scotland: Civil-Comp Press. doi:10.4203/ccp.102.56
NLM
Laier JE. A high-order integration algorithm and spurious reflections [Internet]. Proceedings. 2013 ;[citado 2024 nov. 09 ] Available from: https://doi.org/10.4203/ccp.102.56
Vancouver
Laier JE. A high-order integration algorithm and spurious reflections [Internet]. Proceedings. 2013 ;[citado 2024 nov. 09 ] Available from: https://doi.org/10.4203/ccp.102.56
Trabalho de evento
Structural damage identification using particle swarm optimization (2006)
Begambre Carrillo, Oscar Javier; Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Subjects: DINÂMICA DAS ESTRUTURAS, ALGORITMOS GENÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
BEGAMBRE CARRILLO, Oscar Javier e LAIER, José Elias. Structural damage identification using particle swarm optimization. 2006, Anais.. Scotland: Civil-Comp Press, 2006. . Acesso em: 09 nov. 2024.
APA
Begambre Carrillo, O. J., & Laier, J. E. (2006). Structural damage identification using particle swarm optimization. In Proceedings. Scotland: Civil-Comp Press.
NLM
Begambre Carrillo OJ, Laier JE. Structural damage identification using particle swarm optimization. Proceedings. 2006 ;[citado 2024 nov. 09 ]
Vancouver
Begambre Carrillo OJ, Laier JE. Structural damage identification using particle swarm optimization. Proceedings. 2006 ;[citado 2024 nov. 09 ]
Trabalho de evento
Geometrical non-linear analysis of shells: a new positional finite element method (2006)
Coda, Humberto Breves; Paccola, Rodrigo Ribeiro
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Subjects: DEFORMAÇÃO ESTRUTURAL, ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Geometrical non-linear analysis of shells: a new positional finite element method. 2006, Anais.. Scotland: Civil-Comp Press, 2006. . Acesso em: 09 nov. 2024.
APA
Coda, H. B., & Paccola, R. R. (2006). Geometrical non-linear analysis of shells: a new positional finite element method. In Proceedings. Scotland: Civil-Comp Press.
NLM
Coda HB, Paccola RR. Geometrical non-linear analysis of shells: a new positional finite element method. Proceedings. 2006 ;[citado 2024 nov. 09 ]
Vancouver
Coda HB, Paccola RR. Geometrical non-linear analysis of shells: a new positional finite element method. Proceedings. 2006 ;[citado 2024 nov. 09 ]
Trabalho de evento
Analysis of 3D flat shell structures by the boundary element method (2005)
Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
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ABNT
MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. Analysis of 3D flat shell structures by the boundary element method. 2005, Anais.. Stirling: Civil-Comp Press, 2005. . Acesso em: 09 nov. 2024.
APA
Mendonça, Â. V., & Paiva, J. B. de. (2005). Analysis of 3D flat shell structures by the boundary element method. In Proceedings. Stirling: Civil-Comp Press.
NLM
Mendonça ÂV, Paiva JB de. Analysis of 3D flat shell structures by the boundary element method. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Vancouver
Mendonça ÂV, Paiva JB de. Analysis of 3D flat shell structures by the boundary element method. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Trabalho de evento
Computerized analyses of alternative mechanical models of waffle slabs using the finite element method (2005)
Dias, Ricardo Henrique; Paiva, João Batista de; Giongo, José Samuel
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, PLACAS
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ABNT
DIAS, Ricardo Henrique e PAIVA, João Batista de e GIONGO, José Samuel. Computerized analyses of alternative mechanical models of waffle slabs using the finite element method. 2005, Anais.. Stirling: Civil-Comp Press, 2005. . Acesso em: 09 nov. 2024.
APA
Dias, R. H., Paiva, J. B. de, & Giongo, J. S. (2005). Computerized analyses of alternative mechanical models of waffle slabs using the finite element method. In Proceedings. Stirling: Civil-Comp Press.
NLM
Dias RH, Paiva JB de, Giongo JS. Computerized analyses of alternative mechanical models of waffle slabs using the finite element method. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Vancouver
Dias RH, Paiva JB de, Giongo JS. Computerized analyses of alternative mechanical models of waffle slabs using the finite element method. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Trabalho de evento
Reliability analysis for human comfort under random vibration (2005)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, DINÂMICA DAS ESTRUTURAS
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ABNT
LAIER, José Elias. Reliability analysis for human comfort under random vibration. 2005, Anais.. Stirling: Civil-Comp Press, 2005. . Acesso em: 09 nov. 2024.
APA
Laier, J. E. (2005). Reliability analysis for human comfort under random vibration. In Proceedings. Stirling: Civil-Comp Press.
NLM
Laier JE. Reliability analysis for human comfort under random vibration. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Vancouver
Laier JE. Reliability analysis for human comfort under random vibration. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Trabalho de evento
Finite element analysis of beam-to-column minor axis steel joints (2005)
Bessa, William Oliveira; Ribeiro, Luis Fernando Loureiro; Gonçalves, Roberto Martins; Neves, Luis F. Costa; Gomes, Fernando C. T.
Source: Proceedings. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC
Subjects: ESTRUTURAS DE AÇO, MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS
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ABNT
BESSA, William Oliveira et al. Finite element analysis of beam-to-column minor axis steel joints. 2005, Anais.. Stirling: Civil-Comp Press, 2005. . Acesso em: 09 nov. 2024.
APA
Bessa, W. O., Ribeiro, L. F. L., Gonçalves, R. M., Neves, L. F. C., & Gomes, F. C. T. (2005). Finite element analysis of beam-to-column minor axis steel joints. In Proceedings. Stirling: Civil-Comp Press.
NLM
Bessa WO, Ribeiro LFL, Gonçalves RM, Neves LFC, Gomes FCT. Finite element analysis of beam-to-column minor axis steel joints. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Vancouver
Bessa WO, Ribeiro LFL, Gonçalves RM, Neves LFC, Gomes FCT. Finite element analysis of beam-to-column minor axis steel joints. Proceedings. 2005 ;[citado 2024 nov. 09 ]
Trabalho de evento
Efficient reliability analysis of RC grids by response surface methods (2004)
Neves, Rodrigo de Azevedo; Mohamed, Alaa; Venturini, Wilson Sérgio; Lemaire, Maurice
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: PROCESSOS ESTOCÁSTICOS, DINÂMICA DAS ESTRUTURAS
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ABNT
NEVES, Rodrigo de Azevedo et al. Efficient reliability analysis of RC grids by response surface methods. 2004, Anais.. Stirling: Civil-Comp Press, 2004. . Acesso em: 09 nov. 2024.
APA
Neves, R. de A., Mohamed, A., Venturini, W. S., & Lemaire, M. (2004). Efficient reliability analysis of RC grids by response surface methods. In Proceedings. Stirling: Civil-Comp Press.
NLM
Neves R de A, Mohamed A, Venturini WS, Lemaire M. Efficient reliability analysis of RC grids by response surface methods. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Vancouver
Neves R de A, Mohamed A, Venturini WS, Lemaire M. Efficient reliability analysis of RC grids by response surface methods. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Trabalho de evento
A three-parameter boundary element formulation for bending plates under initial fields (2004)
Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. A three-parameter boundary element formulation for bending plates under initial fields. 2004, Anais.. Stirling, Scotland: Civil-Comp Press, 2004. . Acesso em: 09 nov. 2024.
APA
Mendonça, Â. V., & Paiva, J. B. de. (2004). A three-parameter boundary element formulation for bending plates under initial fields. In Proceedings. Stirling, Scotland: Civil-Comp Press.
NLM
Mendonça ÂV, Paiva JB de. A three-parameter boundary element formulation for bending plates under initial fields. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Vancouver
Mendonça ÂV, Paiva JB de. A three-parameter boundary element formulation for bending plates under initial fields. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Trabalho de evento
Damage modelling of reinforced concrete beams and slabs (2004)
Sanches Júnior, Faustino; Venturini, Wilson Sérgio
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, MECÂNICA DO DANO
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ABNT
SANCHES JÚNIOR, Faustino e VENTURINI, Wilson Sérgio. Damage modelling of reinforced concrete beams and slabs. 2004, Anais.. Stirling: Civil-Comp Press, 2004. . Acesso em: 09 nov. 2024.
APA
Sanches Júnior, F., & Venturini, W. S. (2004). Damage modelling of reinforced concrete beams and slabs. In Proceedings. Stirling: Civil-Comp Press.
NLM
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams and slabs. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Vancouver
Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams and slabs. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Trabalho de evento
An alternative BEM formulation for pile/layered soil interaction (2004)
Almeida, Valério da Silva ; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Engineering Computational Technology. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
ALMEIDA, Valério da Silva e PAIVA, João Batista de. An alternative BEM formulation for pile/layered soil interaction. 2004, Anais.. Stirling: Civil-Comp Press, 2004. Disponível em: https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf. Acesso em: 09 nov. 2024.
APA
Almeida, V. da S., & Paiva, J. B. de. (2004). An alternative BEM formulation for pile/layered soil interaction. In Proceedings. Stirling: Civil-Comp Press. Recuperado de https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf
NLM
Almeida V da S, Paiva JB de. An alternative BEM formulation for pile/layered soil interaction [Internet]. Proceedings. 2004 ;[citado 2024 nov. 09 ] Available from: https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf
Vancouver
Almeida V da S, Paiva JB de. An alternative BEM formulation for pile/layered soil interaction [Internet]. Proceedings. 2004 ;[citado 2024 nov. 09 ] Available from: https://repositorio.usp.br/directbitstream/1820dc75-a37f-4647-b2cb-d9f2500a6184/prod_0000200_sysno_1396162%20%281%29.pdf
Trabalho de evento
Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations (2004)
Laier, José Elias
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, EFEITOS SÍSMICOS NAS ESTRUTURAS
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ABNT
LAIER, José Elias. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. 2004, Anais.. Stirling, Scotland: Civil-Comp Press, 2004. . Acesso em: 09 nov. 2024.
APA
Laier, J. E. (2004). Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. In Proceedings. Stirling, Scotland: Civil-Comp Press.
NLM
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Vancouver
Laier JE. Dispersive properties and bifurcation of the second spectrum for Timoshenko's flexural waves in numerical simulations. Proceedings. 2004 ;[citado 2024 nov. 09 ]
Trabalho de evento
Algorithm for parallel assembling of the stiffness matrix of structural analysis (1994)
Rezende, M N; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Subjects: MÉTODOS NUMÉRICOS, ALGORITMOS E ESTRUTURAS DE DADOS
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ABNT
REZENDE, M N e PAIVA, João Batista de. Algorithm for parallel assembling of the stiffness matrix of structural analysis. 1994, Anais.. Edinburgh: Civil-Comp Press, 1994. . Acesso em: 09 nov. 2024.
APA
Rezende, M. N., & Paiva, J. B. de. (1994). Algorithm for parallel assembling of the stiffness matrix of structural analysis. In Proceedings. Edinburgh: Civil-Comp Press.
NLM
Rezende MN, Paiva JB de. Algorithm for parallel assembling of the stiffness matrix of structural analysis. Proceedings. 1994 ;[citado 2024 nov. 09 ]
Vancouver
Rezende MN, Paiva JB de. Algorithm for parallel assembling of the stiffness matrix of structural analysis. Proceedings. 1994 ;[citado 2024 nov. 09 ]
Trabalho de evento
Quadrilateral discrete kirchhoff finite element for building slab analysis (1994)
Rezende, M N; Paiva, João Batista de
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS (ESTRUTURA)
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ABNT
REZENDE, M N e PAIVA, João Batista de. Quadrilateral discrete kirchhoff finite element for building slab analysis. 1994, Anais.. Edinburgh: Civil-Comp Press, 1994. . Acesso em: 09 nov. 2024.
APA
Rezende, M. N., & Paiva, J. B. de. (1994). Quadrilateral discrete kirchhoff finite element for building slab analysis. In Proceedings. Edinburgh: Civil-Comp Press.
NLM
Rezende MN, Paiva JB de. Quadrilateral discrete kirchhoff finite element for building slab analysis. Proceedings. 1994 ;[citado 2024 nov. 09 ]
Vancouver
Rezende MN, Paiva JB de. Quadrilateral discrete kirchhoff finite element for building slab analysis. Proceedings. 1994 ;[citado 2024 nov. 09 ]
Trabalho de evento
Numerical analysis of plate-soil interaction (1994)
Paiva, João Batista de; Butterfield, R
Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidade: EESC
Assunto: MÉTODOS NUMÉRICOS
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ABNT
PAIVA, João Batista de e BUTTERFIELD, R. Numerical analysis of plate-soil interaction. 1994, Anais.. Edinburg: Civil-Comp Press, 1994. . Acesso em: 09 nov. 2024.
APA
Paiva, J. B. de, & Butterfield, R. (1994). Numerical analysis of plate-soil interaction. In Proceedings. Edinburg: Civil-Comp Press.
NLM
Paiva JB de, Butterfield R. Numerical analysis of plate-soil interaction. Proceedings. 1994 ;[citado 2024 nov. 09 ]
Vancouver
Paiva JB de, Butterfield R. Numerical analysis of plate-soil interaction. Proceedings. 1994 ;[citado 2024 nov. 09 ]

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