Menu

Filtros : "MÉTODO DOS ELEMENTOS FINITOS" "EESC-SET" "BECK, ANDRÉ TEÓFILO" Removidos: "MÉTODOS NUMÉRICOS" "New York University" Limpar

Filtros

Refine with date range

  • 1

1 - 10 (10 records)

  • Artigo de periodico

    Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity (2020)

    Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole

    Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

    PrivadoAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, v. 365, p. 1-31, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.112972. Acesso em: 15 out. 2024.

    • APA

      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2020). Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, 365, 1-31. doi:10.1016/j.cma.2020.112972

    • NLM

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.cma.2020.112972

    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.cma.2020.112972

  • Artigo de periodico

    A comprehensive ductile damage model for 3D truss structures (2019)

    Felipe, Túlio Raunyr Cândido; Leonel, Edson Denner; Haach, Vladimir Guilherme; Beck, André Teófilo

    Source: International Journal of Non-Linear Mechanics. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      FELIPE, Túlio Raunyr Cândido et al. A comprehensive ductile damage model for 3D truss structures. International Journal of Non-Linear Mechanics, v. 112, n. Ju 2019, p. 13-24, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.ijnonlinmec.2019.02.010. Acesso em: 15 out. 2024.

    • APA

      Felipe, T. R. C., Leonel, E. D., Haach, V. G., & Beck, A. T. (2019). A comprehensive ductile damage model for 3D truss structures. International Journal of Non-Linear Mechanics, 112( Ju 2019), 13-24. doi:10.1016/j.ijnonlinmec.2019.02.010

    • NLM

      Felipe TRC, Leonel ED, Haach VG, Beck AT. A comprehensive ductile damage model for 3D truss structures [Internet]. International Journal of Non-Linear Mechanics. 2019 ; 112( Ju 2019): 13-24.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.ijnonlinmec.2019.02.010

    • Vancouver

      Felipe TRC, Leonel ED, Haach VG, Beck AT. A comprehensive ductile damage model for 3D truss structures [Internet]. International Journal of Non-Linear Mechanics. 2019 ; 112( Ju 2019): 13-24.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.ijnonlinmec.2019.02.010

  • Artigo de periodico

    Leakage resistance envelopes of API 8 round casing connections using FE analysis (2019)

    Mantilla Uribe, Juan Camilo; Carrazedo, Ricardo; Beck, André Teófilo

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: REVESTIMENTOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      MANTILLA URIBE, Juan Camilo e CARRAZEDO, Ricardo e BECK, André Teófilo. Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, v. 16, n. 3, p. 1-16, 2019Tradução . . Disponível em: https://doi.org/10.1590/1679-78255350. Acesso em: 15 out. 2024.

    • APA

      Mantilla Uribe, J. C., Carrazedo, R., & Beck, A. T. (2019). Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, 16( 3), 1-16. doi:10.1590/1679-78255350

    • NLM

      Mantilla Uribe JC, Carrazedo R, Beck AT. Leakage resistance envelopes of API 8 round casing connections using FE analysis [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 3): 1-16.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/1679-78255350

    • Vancouver

      Mantilla Uribe JC, Carrazedo R, Beck AT. Leakage resistance envelopes of API 8 round casing connections using FE analysis [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 3): 1-16.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/1679-78255350

  • Trabalho de evento

    Simplified finite elements model to represent mass-spring structures in dynamic simulation (2018)

    Bosse, Rúbia Mara; Beck, André Teófilo

    Source: Proceedings. Conference titles: International Conference on Vulnerability and Risk Analysis and Management - ICVRAM. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS, ESTRUTURAS

    Acesso à fonteHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      BOSSE, Rúbia Mara e BECK, André Teófilo. Simplified finite elements model to represent mass-spring structures in dynamic simulation. 2018, Anais.. Rio de Janeiro, RJ: ABCM, 2018. Disponível em: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF. Acesso em: 15 out. 2024.

    • APA

      Bosse, R. M., & Beck, A. T. (2018). Simplified finite elements model to represent mass-spring structures in dynamic simulation. In Proceedings. Rio de Janeiro, RJ: ABCM. Recuperado de http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF

    • NLM

      Bosse RM, Beck AT. Simplified finite elements model to represent mass-spring structures in dynamic simulation [Internet]. Proceedings. 2018 ;[citado 2024 out. 15 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF

    • Vancouver

      Bosse RM, Beck AT. Simplified finite elements model to represent mass-spring structures in dynamic simulation [Internet]. Proceedings. 2018 ;[citado 2024 out. 15 ] Available from: http://icvramisuma2018.org/cd/web/PDF/ICVRAMISUMA2018-0157.PDF

  • Artigo de periodico

    Global structural optimization considering expected consequences of failure and using ANN surrogates (2013)

    Gomes, Wellison José de Santana; Beck, André Teófilo

    Source: Computers and Structures. Unidade: EESC

    Subjects: ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO), REDES NEURAIS, MÉTODO DOS ELEMENTOS FINITOS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      GOMES, Wellison José de Santana e BECK, André Teófilo. Global structural optimization considering expected consequences of failure and using ANN surrogates. Computers and Structures, v. 126, p. 56-68, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.compstruc.2012.10.013. Acesso em: 15 out. 2024.

    • APA

      Gomes, W. J. de S., & Beck, A. T. (2013). Global structural optimization considering expected consequences of failure and using ANN surrogates. Computers and Structures, 126, 56-68. doi:10.1016/j.compstruc.2012.10.013

    • NLM

      Gomes WJ de S, Beck AT. Global structural optimization considering expected consequences of failure and using ANN surrogates [Internet]. Computers and Structures. 2013 ; 126 56-68.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.compstruc.2012.10.013

    • Vancouver

      Gomes WJ de S, Beck AT. Global structural optimization considering expected consequences of failure and using ANN surrogates [Internet]. Computers and Structures. 2013 ; 126 56-68.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.compstruc.2012.10.013

  • Artigo de periodico

    Galerkin solution of stochastic beam bending on winkler foundations (2010)

    Silva Junior, Claudio Roberto Ávila da; Deus, Hilbeth Parente Azikri de; Mantovani, G. E.; Beck, André Teófilo

    Source: Computer Modeling in Engineering and Sciences - CMES. Unidade: EESC

    Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE MONTE CARLO, MÉTODO DOS ELEMENTOS FINITOS

    Acesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      SILVA JUNIOR, Claudio Roberto Ávila da et al. Galerkin solution of stochastic beam bending on winkler foundations. Computer Modeling in Engineering and Sciences - CMES, v. 67, n. 2, p. 119-149, 2010Tradução . . Disponível em: https://doi.org/10.3970/cmes.2010.067.119. Acesso em: 15 out. 2024.

    • APA

      Silva Junior, C. R. Á. da, Deus, H. P. A. de, Mantovani, G. E., & Beck, A. T. (2010). Galerkin solution of stochastic beam bending on winkler foundations. Computer Modeling in Engineering and Sciences - CMES, 67( 2), 119-149. doi:10.3970/cmes.2010.067.119

    • NLM

      Silva Junior CRÁ da, Deus HPA de, Mantovani GE, Beck AT. Galerkin solution of stochastic beam bending on winkler foundations [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2010 ; 67( 2): 119-149.[citado 2024 out. 15 ] Available from: https://doi.org/10.3970/cmes.2010.067.119

    • Vancouver

      Silva Junior CRÁ da, Deus HPA de, Mantovani GE, Beck AT. Galerkin solution of stochastic beam bending on winkler foundations [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2010 ; 67( 2): 119-149.[citado 2024 out. 15 ] Available from: https://doi.org/10.3970/cmes.2010.067.119

  • Artigo de periodico

    Reliability-based evaluation of design guidelines for cold-formed steel-concrete composite beams (2010)

    Chaves, Igor Avelar; Beck, André Teófilo; Malite, Maximiliano

    Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE AÇO, ESTRUTURAS MISTAS, SEGURANÇA ESTRUTURAL

    Acesso à fonteAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      CHAVES, Igor Avelar e BECK, André Teófilo e MALITE, Maximiliano. Reliability-based evaluation of design guidelines for cold-formed steel-concrete composite beams. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 32, n. 5 (Special Issue), p. 442-449, 2010Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782010000500003. Acesso em: 15 out. 2024.

    • APA

      Chaves, I. A., Beck, A. T., & Malite, M. (2010). Reliability-based evaluation of design guidelines for cold-formed steel-concrete composite beams. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 32( 5 (Special Issue), 442-449. doi:10.1590/s1678-58782010000500003

    • NLM

      Chaves IA, Beck AT, Malite M. Reliability-based evaluation of design guidelines for cold-formed steel-concrete composite beams [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2010 ; 32( 5 (Special Issue): 442-449.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/s1678-58782010000500003

    • Vancouver

      Chaves IA, Beck AT, Malite M. Reliability-based evaluation of design guidelines for cold-formed steel-concrete composite beams [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2010 ; 32( 5 (Special Issue): 442-449.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/s1678-58782010000500003

  • Artigo de periodico

    Reliability analysis of I-section steel columns designed according to new brazilian building codes (2008)

    Beck, André Teófilo; Dória, André Santos

    Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, COLUNAS, ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS

    Acesso à fonteAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      BECK, André Teófilo e DÓRIA, André Santos. Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 30, n. 2, p. 152-159, 2008Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782008000200008. Acesso em: 15 out. 2024.

    • APA

      Beck, A. T., & Dória, A. S. (2008). Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 30( 2), 152-159. doi:10.1590/s1678-58782008000200008

    • NLM

      Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/s1678-58782008000200008

    • Vancouver

      Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/s1678-58782008000200008

  • Artigo de periodico

    Structural reliability analysis using deterministic finite element programs (2006)

    Beck, André Teófilo; Rosa, Edison da

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, TRELIÇAS

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      BECK, André Teófilo e ROSA, Edison da. Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures, v. 3, n. 3, p. Se 2006, 2006Tradução . . Acesso em: 15 out. 2024.

    • APA

      Beck, A. T., & Rosa, E. da. (2006). Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures, 3( 3), Se 2006.

    • NLM

      Beck AT, Rosa E da. Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures. 2006 ; 3( 3): Se 2006.[citado 2024 out. 15 ]

    • Vancouver

      Beck AT, Rosa E da. Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures. 2006 ; 3( 3): Se 2006.[citado 2024 out. 15 ]

  • Trabalho de evento

    Barrier failure dominance in time variant reliability analysis (2005)

    Beck, André Teófilo; Melchers, Robert E.

    Source: Proceedings. Conference titles: Iberian Latin American Congress on Computational Methods in Engineering. Unidade: EESC

    Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS (CONFIABILIDADE)

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      BECK, André Teófilo e MELCHERS, Robert E. Barrier failure dominance in time variant reliability analysis. 2005, Anais.. Vitória: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 15 out. 2024.

    • APA

      Beck, A. T., & Melchers, R. E. (2005). Barrier failure dominance in time variant reliability analysis. In Proceedings. Vitória: Escola de Engenharia de São Carlos, Universidade de São Paulo.

    • NLM

      Beck AT, Melchers RE. Barrier failure dominance in time variant reliability analysis. Proceedings. 2005 ;[citado 2024 out. 15 ]

    • Vancouver

      Beck AT, Melchers RE. Barrier failure dominance in time variant reliability analysis. Proceedings. 2005 ;[citado 2024 out. 15 ]
  • 1

1 - 10 (10 records)

Digital Library of Intellectual Production of Universidade de São Paulo     2012 - 2024