Filtros : "ESTRUTURAS" "Financiado pelo CNPq." Removidos: "SALTARELLI, WESLEY APARECIDO" "TEIXEIRA, MANOEL JACOBSEN" "uc" Limpar

Filtros



Refine with date range


  • Source: Finite Elements in Analysis and Design. Unidade: EESC

    Subjects: DINÂMICA DOS FLUÍDOS, SISTEMAS LAGRANGIANOS, 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

      AVANCINE, Giovane e SANCHES, Rodolfo André Kuche. A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, v. 169, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2019.103348. Acesso em: 10 nov. 2024.
    • APA

      Avancine, G., & Sanches, R. A. K. (2020). A total Lagrangian position-based finite element formulation for free-surface incompressible flows. Finite Elements in Analysis and Design, 169, 1-17. doi:10.1016/j.finel.2019.103348
    • NLM

      Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.finel.2019.103348
    • Vancouver

      Avancine G, Sanches RAK. A total Lagrangian position-based finite element formulation for free-surface incompressible flows [Internet]. Finite Elements in Analysis and Design. 2020 ; 169 1-17.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.finel.2019.103348
  • Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS

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

      CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 10 nov. 2024.
    • APA

      Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
    • NLM

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
    • Vancouver

      Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
  • Source: Revista Matéria. Unidade: EESC

    Subjects: ANÁLISE DE VARIÂNCIA, FADIGA DOS MATERIAIS, PAINÉIS, MADEIRA, ESTRUTURAS

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      FERRAZ, Andre Luiz Nonato et al. Avaliação do efeito da fadiga no módulo de elasticidade na flexão de painéis de madeira compensada. Revista Matéria, v. 25, n. 4, p. [1-8], 2020Tradução . . Disponível em: https://doi.org/10.1590/S1517-707620200004.1186. Acesso em: 10 nov. 2024.
    • APA

      Ferraz, A. L. N., Balanco, G. G., Aquino, V. B. de M., Almeida, J. P. B., Christoforo, A. L., & Lahr, F. A. R. (2020). Avaliação do efeito da fadiga no módulo de elasticidade na flexão de painéis de madeira compensada. Revista Matéria, 25( 4), [1-8]. doi:10.1590/S1517-707620200004.1186
    • NLM

      Ferraz ALN, Balanco GG, Aquino VB de M, Almeida JPB, Christoforo AL, Lahr FAR. Avaliação do efeito da fadiga no módulo de elasticidade na flexão de painéis de madeira compensada [Internet]. Revista Matéria. 2020 ; 25( 4): [1-8].[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/S1517-707620200004.1186
    • Vancouver

      Ferraz ALN, Balanco GG, Aquino VB de M, Almeida JPB, Christoforo AL, Lahr FAR. Avaliação do efeito da fadiga no módulo de elasticidade na flexão de painéis de madeira compensada [Internet]. Revista Matéria. 2020 ; 25( 4): [1-8].[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/S1517-707620200004.1186
  • Source: Composite Structures. Unidade: EESC

    Subjects: VIBRAÇÕES DE AERONAVES, MATERIAIS COMPÓSITOS, PAINÉIS, ESTRUTURAS

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

      GUIMARÃES, Thiago A. M. e MARQUES, Flavio Donizeti e FERREIRA, Antonio J. M. On the modeling of nonlinear supersonic flutter of multibay composite panels. Composite Structures, v. 232, n. Ja 2020, p. 1-6, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2019.111522. Acesso em: 10 nov. 2024.
    • APA

      Guimarães, T. A. M., Marques, F. D., & Ferreira, A. J. M. (2020). On the modeling of nonlinear supersonic flutter of multibay composite panels. Composite Structures, 232( Ja 2020), 1-6. doi:10.1016/j.compstruct.2019.111522
    • NLM

      Guimarães TAM, Marques FD, Ferreira AJM. On the modeling of nonlinear supersonic flutter of multibay composite panels [Internet]. Composite Structures. 2020 ; 232( Ja 2020): 1-6.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.compstruct.2019.111522
    • Vancouver

      Guimarães TAM, Marques FD, Ferreira AJM. On the modeling of nonlinear supersonic flutter of multibay composite panels [Internet]. Composite Structures. 2020 ; 232( Ja 2020): 1-6.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.compstruct.2019.111522
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: VIGAS, ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      RIBEIRO, Paulo de Oliveira et al. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, v. 17, n. 3, p. 1-20, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255880. Acesso em: 10 nov. 2024.
    • APA

      Ribeiro, P. de O., Gidrão, G. de M. S., Vareda, L. V., Carrazedo, R., & Malite, M. (2020). Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load. Latin American Journal of Solids and Structures, 17( 3), 1-20. doi:10.1590/1679-78255880
    • NLM

      Ribeiro P de O, Gidrão G de MS, Vareda LV, Carrazedo R, Malite M. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-20.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/1679-78255880
    • Vancouver

      Ribeiro P de O, Gidrão G de MS, Vareda LV, Carrazedo R, Malite M. Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 3): 1-20.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/1679-78255880
  • Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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

      BECK, André Teófilo. Optimal probabilistic design of redundant structural systems for progressive collapse. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 10 nov. 2024.
    • APA

      Beck, A. T. (2019). Optimal probabilistic design of redundant structural systems for progressive collapse. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
    • NLM

      Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
    • Vancouver

      Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
  • Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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

      GÓIS, Wesley e PROENÇA, Sérgio Persival Baroncini. Stability investigation of GFEM and SGFEM applying the inf-sup test. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 10 nov. 2024.
    • APA

      Góis, W., & Proença, S. P. B. (2019). Stability investigation of GFEM and SGFEM applying the inf-sup test. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
    • NLM

      Góis W, Proença SPB. Stability investigation of GFEM and SGFEM applying the inf-sup test. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
    • Vancouver

      Góis W, Proença SPB. Stability investigation of GFEM and SGFEM applying the inf-sup test. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS, ESTRUTURAS

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      CORDEIRO, Sergio Gustavo Ferreira e LEONEL, Edson Denner. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses. Advances in Engineering Software, v. 135, p. [1-22], 2019Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2019.102689. Acesso em: 10 nov. 2024.
    • APA

      Cordeiro, S. G. F., & Leonel, E. D. (2019). An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses. Advances in Engineering Software, 135, [1-22]. doi:10.1016/j.advengsoft.2019.102689
    • NLM

      Cordeiro SGF, Leonel ED. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses [Internet]. Advances in Engineering Software. 2019 ; 135 [1-22].[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.advengsoft.2019.102689
    • Vancouver

      Cordeiro SGF, Leonel ED. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses [Internet]. Advances in Engineering Software. 2019 ; 135 [1-22].[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.advengsoft.2019.102689
  • Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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

      CORDEIRO, Sergio Gustavo Ferreira e LEONEL, Edson Denner. The displacement fitting technique to assess stress intensity factors in three-dimensional problems using the boundary element method. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 10 nov. 2024.
    • APA

      Cordeiro, S. G. F., & Leonel, E. D. (2019). The displacement fitting technique to assess stress intensity factors in three-dimensional problems using the boundary element method. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
    • NLM

      Cordeiro SGF, Leonel ED. The displacement fitting technique to assess stress intensity factors in three-dimensional problems using the boundary element method. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
    • Vancouver

      Cordeiro SGF, Leonel ED. The displacement fitting technique to assess stress intensity factors in three-dimensional problems using the boundary element method. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Subjects: PONTES RODOVIÁRIAS, CISALHAMENTO, CARGA, ESTRUTURAS

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

      SOUSA, Alex Micael Dantas de e EL DEBS, Mounir Khalil. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, v. 12, n. Ju 2019, p. 658-693, 2019Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952019000300012. Acesso em: 10 nov. 2024.
    • APA

      Sousa, A. M. D. de, & El Debs, M. K. (2019). Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, 12( Ju 2019), 658-693. doi:10.1590/S1983-41952019000300012
    • NLM

      Sousa AMD de, El Debs MK. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 658-693.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/S1983-41952019000300012
    • Vancouver

      Sousa AMD de, El Debs MK. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 658-693.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/S1983-41952019000300012
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, ROBUSTEZ, TENSÃO ESTRUTURAL, ESTRUTURAS

    Acesso 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 with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, v. 354, p. 397-421, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2019.05.046. Acesso em: 10 nov. 2024.
    • APA

      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, 354, 397-421. doi:10.1016/j.cma.2019.05.046
    • NLM

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
  • Source: Mechanism and Machine Theory. Unidade: EESC

    Assunto: ESTRUTURAS

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

      VIEIRA, Hiparco Lins et al. Reliable motion planning for parallel manipulators. Mechanism and Machine Theory, v. 140, p. 553-566, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.mechmachtheory.2019.06.022. Acesso em: 10 nov. 2024.
    • APA

      Vieira, H. L., Wajnberg, E., Beck, A. T., & Silva, M. M. da. (2019). Reliable motion planning for parallel manipulators. Mechanism and Machine Theory, 140, 553-566. doi:10.1016/j.mechmachtheory.2019.06.022
    • NLM

      Vieira HL, Wajnberg E, Beck AT, Silva MM da. Reliable motion planning for parallel manipulators [Internet]. Mechanism and Machine Theory. 2019 ; 140 553-566.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.mechmachtheory.2019.06.022
    • Vancouver

      Vieira HL, Wajnberg E, Beck AT, Silva MM da. Reliable motion planning for parallel manipulators [Internet]. Mechanism and Machine Theory. 2019 ; 140 553-566.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1016/j.mechmachtheory.2019.06.022
  • Source: Engenharia Agrícola. Unidade: EESC

    Subjects: MADEIRA, MADEIRA, ANÁLISE DE VARIÂNCIA, ESTRUTURAS

    Versão PublicadaAcesso à fonteDOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      CHRISTOFORO, André Luis et al. Evaluation of the Peltophorum vogelianum benth: wood species for structural use. Engenharia Agrícola, v. no/dec. 2019, n. 6, p. 763-768, 2019Tradução . . Disponível em: https://doi.org/10.1590/1809-4430-Eng.Agric.v39n6p763-768/2019. Acesso em: 10 nov. 2024.
    • APA

      Christoforo, A. L., Aquino, V. B. de M., Wolenski, A. R. V., Araújo, V. A. de, & Lahr, F. A. R. (2019). Evaluation of the Peltophorum vogelianum benth: wood species for structural use. Engenharia Agrícola, no/dec. 2019( 6), 763-768. doi:10.1590/1809-4430-Eng.Agric.v39n6p763-768/2019
    • NLM

      Christoforo AL, Aquino VB de M, Wolenski ARV, Araújo VA de, Lahr FAR. Evaluation of the Peltophorum vogelianum benth: wood species for structural use [Internet]. Engenharia Agrícola. 2019 ; no/dec. 2019( 6): 763-768.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v39n6p763-768/2019
    • Vancouver

      Christoforo AL, Aquino VB de M, Wolenski ARV, Araújo VA de, Lahr FAR. Evaluation of the Peltophorum vogelianum benth: wood species for structural use [Internet]. Engenharia Agrícola. 2019 ; no/dec. 2019( 6): 763-768.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v39n6p763-768/2019
  • Source: Journal of Computational and Nonlinear Dynamics. Unidade: EESC

    Subjects: MANIPULADORES, ROBUSTEZ, ESTRUTURAS

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

      VIEIRA, Hiparco Lins et al. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties. Journal of Computational and Nonlinear Dynamics, v. 14, n. Ja 2019, p. 021005-1 - 021005-9, 2019Tradução . . Disponível em: https://doi.org/10.1115/1.4042015. Acesso em: 10 nov. 2024.
    • APA

      Vieira, H. L., Fontes, J. V. de C., Beck, A. T., & Silva, M. M. da. (2019). Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties. Journal of Computational and Nonlinear Dynamics, 14( Ja 2019), 021005-1 - 021005-9. doi:10.1115/1.4042015
    • NLM

      Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties [Internet]. Journal of Computational and Nonlinear Dynamics. 2019 ; 14( Ja 2019): 021005-1 - 021005-9.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1115/1.4042015
    • Vancouver

      Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties [Internet]. Journal of Computational and Nonlinear Dynamics. 2019 ; 14( Ja 2019): 021005-1 - 021005-9.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1115/1.4042015
  • Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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

      FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini e BENALLAL, Ahmed. An extended Gurson model based approach for constitutive modeling of orthotropic porous solids. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 10 nov. 2024.
    • APA

      Ferreira, A. R., Proença, S. P. B., & Benallal, A. (2019). An extended Gurson model based approach for constitutive modeling of orthotropic porous solids. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
    • NLM

      Ferreira AR, Proença SPB, Benallal A. An extended Gurson model based approach for constitutive modeling of orthotropic porous solids. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
    • Vancouver

      Ferreira AR, Proença SPB, Benallal A. An extended Gurson model based approach for constitutive modeling of orthotropic porous solids. Proceedings of MECSOL. 2019 ;[citado 2024 nov. 10 ]
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS

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

      DIAS, Allan Patrick Cordeiro e PROENÇA, Sérgio Persival Baroncini e BITTENCOURT, Marco Lúcio. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, v. 64, n. 1, p. 88-112, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1658-6. Acesso em: 10 nov. 2024.
    • APA

      Dias, A. P. C., Proença, S. P. B., & Bittencourt, M. L. (2019). High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, 64( 1), 88-112. doi:10.1007/s00466-018-1658-6
    • NLM

      Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
    • Vancouver

      Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
  • Source: Journal of Building Pathology and Rehabilitation. Unidade: EESC

    Assunto: ESTRUTURAS

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

      FÉLIX, Emerson Felipe e POSSAN, Edna e CARRAZEDO, Rogério. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth. Journal of Building Pathology and Rehabilitation, v. 4, n. 16, p. [1-13], 2019Tradução . . Disponível em: https://doi.org/10.1007/s41024-019-0054-8. Acesso em: 10 nov. 2024.
    • APA

      Félix, E. F., Possan, E., & Carrazedo, R. (2019). Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth. Journal of Building Pathology and Rehabilitation, 4( 16), [1-13]. doi:10.1007/s41024-019-0054-8
    • NLM

      Félix EF, Possan E, Carrazedo R. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth [Internet]. Journal of Building Pathology and Rehabilitation. 2019 ; 4( 16): [1-13].[citado 2024 nov. 10 ] Available from: https://doi.org/10.1007/s41024-019-0054-8
    • Vancouver

      Félix EF, Possan E, Carrazedo R. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth [Internet]. Journal of Building Pathology and Rehabilitation. 2019 ; 4( 16): [1-13].[citado 2024 nov. 10 ] Available from: https://doi.org/10.1007/s41024-019-0054-8
  • Source: Journal of Materials in Civil Engineering. Unidade: EESC

    Subjects: ESTRUTURAS, CHAPA DE PARTÍCULAS, MADEIRA, MAMONA

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

      BERTOLINI, Marília da Silva et al. Particleboards from CCB-treated Pinus sp. wastes and castor oil resin: morphology analyses and physical–mechanical properties. Journal of Materials in Civil Engineering, v. No 2019, n. 11, p. 05019003-1 - 05019003-8, 2019Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)MT.1943-5533.0002929. Acesso em: 10 nov. 2024.
    • APA

      Bertolini, M. da S., Morais, C. A. G. de, Lahr, F. A. R., Freire, R. T. S., Panzera, T. H., & Christoforo, A. L. (2019). Particleboards from CCB-treated Pinus sp. wastes and castor oil resin: morphology analyses and physical–mechanical properties. Journal of Materials in Civil Engineering, No 2019( 11), 05019003-1 - 05019003-8. doi:10.1061/(ASCE)MT.1943-5533.0002929
    • NLM

      Bertolini M da S, Morais CAG de, Lahr FAR, Freire RTS, Panzera TH, Christoforo AL. Particleboards from CCB-treated Pinus sp. wastes and castor oil resin: morphology analyses and physical–mechanical properties [Internet]. Journal of Materials in Civil Engineering. 2019 ; No 2019( 11): 05019003-1 - 05019003-8.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0002929
    • Vancouver

      Bertolini M da S, Morais CAG de, Lahr FAR, Freire RTS, Panzera TH, Christoforo AL. Particleboards from CCB-treated Pinus sp. wastes and castor oil resin: morphology analyses and physical–mechanical properties [Internet]. Journal of Materials in Civil Engineering. 2019 ; No 2019( 11): 05019003-1 - 05019003-8.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0002929
  • Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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

      AGUIAR, Adair Roberto. Strong ellipticity conditions for orthotropic bodies in finite plane strain. Journal of Elasticity, v. 134, n. 2, p. 219-234, 2019Tradução . . Disponível em: https://doi.org/10.1007/s10659-018-9689-y. Acesso em: 10 nov. 2024.
    • APA

      Aguiar, A. R. (2019). Strong ellipticity conditions for orthotropic bodies in finite plane strain. Journal of Elasticity, 134( 2), 219-234. doi:10.1007/s10659-018-9689-y
    • NLM

      Aguiar AR. Strong ellipticity conditions for orthotropic bodies in finite plane strain [Internet]. Journal of Elasticity. 2019 ; 134( 2): 219-234.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1007/s10659-018-9689-y
    • Vancouver

      Aguiar AR. Strong ellipticity conditions for orthotropic bodies in finite plane strain [Internet]. Journal of Elasticity. 2019 ; 134( 2): 219-234.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1007/s10659-018-9689-y
  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, ROBUSTEZ, ESTRUTURAS

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

      CARDOSO, Eduardo Lenz e SILVA, Gustavo Assis da e BECK, André Teófilo. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness. International Journal for Numerical Methods in Engineering, v. 119, n. 6, p. 532-547, 2019Tradução . . Disponível em: https://doi.org/10.1002/nme.6061. Acesso em: 10 nov. 2024.
    • APA

      Cardoso, E. L., Silva, G. A. da, & Beck, A. T. (2019). Robust topology optimization of compliant mechanisms with uncertainties in output stiffness. International Journal for Numerical Methods in Engineering, 119( 6), 532-547. doi:10.1002/nme.6061
    • NLM

      Cardoso EL, Silva GA da, Beck AT. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness [Internet]. International Journal for Numerical Methods in Engineering. 2019 ; 119( 6): 532-547.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1002/nme.6061
    • Vancouver

      Cardoso EL, Silva GA da, Beck AT. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness [Internet]. International Journal for Numerical Methods in Engineering. 2019 ; 119( 6): 532-547.[citado 2024 nov. 10 ] Available from: https://doi.org/10.1002/nme.6061

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