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  • Artigo de periodico

    Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element (2020)

    Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves ; Salomão, Rafael

    Source: Composite Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS

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      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: 03 jun. 2024.

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      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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254

  • Artigo de periodico

    A total Lagrangian position-based finite element formulation for free-surface incompressible flows (2020)

    Avancine, Giovane; Sanches, Rodolfo André Kuche

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

    Subjects: DINÂMICA DOS FLUÍDOS, SISTEMAS LAGRANGIANOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      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: 03 jun. 2024.

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      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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1016/j.finel.2019.103348

  • Artigo de periodico

    Avaliação do efeito da fadiga no módulo de elasticidade na flexão de painéis de madeira compensada (2020)

    Ferraz, Andre Luiz Nonato; Balanco, Giovana Gobatto; Aquino, Vinicius Borges de Moura; Almeida, João Paulo Boff; Christoforo, André Luis; Lahr, Francisco Antonio Rocco

    Source: Revista Matéria. Unidade: EESC

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

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1590/S1517-707620200004.1186

  • Artigo de periodico

    Numerical and experimental study of concrete I-beam subjected to bending test with cyclic load (2020)

    Ribeiro, Paulo de Oliveira; Gidrão, Gustavo de Miranda Saleme; Vareda, Luiz Vicente; Carrazedo, Ricardo ; Malite, Maximiliano

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

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

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1590/1679-78255880

  • Trabalho de evento

    Optimal probabilistic design of redundant structural systems for progressive collapse (2019)

    Beck, André Teófilo

    Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      BECK, André Teófilo. Optimal probabilistic design of redundant structural systems for progressive collapse. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 03 jun. 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 jun. 03 ]

    • Vancouver

      Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;[citado 2024 jun. 03 ]

  • Trabalho de evento

    Stability investigation of GFEM and SGFEM applying the inf-sup test (2019)

    Góis, Wesley; Proença, Sérgio Persival Baroncini

    Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ]

    • Vancouver

      Góis W, Proença SPB. Stability investigation of GFEM and SGFEM applying the inf-sup test. Proceedings of MECSOL. 2019 ;[citado 2024 jun. 03 ]

  • Artigo de periodico

    An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses (2019)

    Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner

    Source: Advances in Engineering Software. Unidade: EESC

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

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1016/j.advengsoft.2019.102689

  • Trabalho de evento

    The displacement fitting technique to assess stress intensity factors in three-dimensional problems using the boundary element method (2019)

    Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner

    Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ]

    • 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 jun. 03 ]

  • Artigo de periodico

    Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties (2019)

    Vieira, Hiparco Lins; Fontes, João Vitor de Carvalho; Beck, André Teófilo; Silva, Maíra Martins da

    Source: Journal of Computational and Nonlinear Dynamics. Unidade: EESC

    Subjects: MANIPULADORES, ROBUSTEZ, ESTRUTURAS

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      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: 03 jun. 2024.

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      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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1115/1.4042015

  • Artigo de periodico

    Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness (2019)

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

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

    Subjects: TOPOLOGIA, ROBUSTEZ, TENSÃO ESTRUTURAL, ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046

  • Artigo de periodico

    Reliable motion planning for parallel manipulators (2019)

    Vieira, Hiparco Lins; Wajnberg, Eric; Beck, André Teófilo ; Silva, Maíra Martins da

    Source: Mechanism and Machine Theory. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1016/j.mechmachtheory.2019.06.022

  • Artigo de periodico

    Evaluation of the Peltophorum vogelianum benth: wood species for structural use (2019)

    Christoforo, André Luis; Aquino, Vinicius Borges de Moura; Wolenski, Anderson Renato Vobornik; Araújo, Victor A. de; Lahr, Francisco Antonio Rocco

    Source: Engenharia Agrícola. Unidade: EESC

    Subjects: MADEIRA, MADEIRA, ANÁLISE DE VARIÂNCIA, ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1590/1809-4430-Eng.Agric.v39n6p763-768/2019

  • Trabalho de evento

    An extended Gurson model based approach for constitutive modeling of orthotropic porous solids (2019)

    Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini ; Benallal, Ahmed

    Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ]

    • 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 jun. 03 ]

  • Artigo de periodico

    Strong ellipticity conditions for orthotropic bodies in finite plane strain (2019)

    Aguiar, Adair Roberto

    Source: Journal of Elasticity. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1007/s10659-018-9689-y

  • Artigo de periodico

    High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces (2019)

    Dias, Allan Patrick Cordeiro; Proença, Sérgio Persival Baroncini ; Bittencourt, Marco Lúcio

    Source: Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS

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      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: 03 jun. 2024.

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      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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1007/s00466-018-1658-6

  • Artigo de periodico

    Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth (2019)

    Félix, Emerson Felipe; Possan, Edna; Carrazedo, Rogério

    Source: Journal of Building Pathology and Rehabilitation. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1007/s41024-019-0054-8

  • Artigo de periodico

    Particleboards from CCB-treated Pinus sp. wastes and castor oil resin: morphology analyses and physical–mechanical properties (2019)

    Bertolini, Marília da Silva; Morais, César Augusto Galvão de; Lahr, Francisco Antonio Rocco ; Freire, Rodrigo Teixeira Santos; Panzera, Túlio Hallak; Christoforo, André Luis

    Source: Journal of Materials in Civil Engineering. Unidade: EESC

    Subjects: ESTRUTURAS, CHAPA DE PARTÍCULAS, MADEIRA, MAMONA

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0002929

  • Trabalho de evento

    Influence of boundary layer on the effective modulus of 3-1 longitudinally porous elastic solid (2019)

    Aguiar, Adair Roberto; Prado, Edmar Borges Theóphilo; Silva, Uziel Paulo da

    Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      AGUIAR, Adair Roberto e PRADO, Edmar Borges Theóphilo e SILVA, Uziel Paulo da. Influence of boundary layer on the effective modulus of 3-1 longitudinally porous elastic solid. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 03 jun. 2024.

    • APA

      Aguiar, A. R., Prado, E. B. T., & Silva, U. P. da. (2019). Influence of boundary layer on the effective modulus of 3-1 longitudinally porous elastic solid. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.

    • NLM

      Aguiar AR, Prado EBT, Silva UP da. Influence of boundary layer on the effective modulus of 3-1 longitudinally porous elastic solid. Proceedings of MECSOL. 2019 ;[citado 2024 jun. 03 ]

    • Vancouver

      Aguiar AR, Prado EBT, Silva UP da. Influence of boundary layer on the effective modulus of 3-1 longitudinally porous elastic solid. Proceedings of MECSOL. 2019 ;[citado 2024 jun. 03 ]

  • Artigo de periodico

    Robust topology optimization of compliant mechanisms with uncertainties in output stiffness (2019)

    Cardoso, Eduardo Lenz; Silva, Gustavo Assis da; Beck, André Teófilo

    Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, ROBUSTEZ, ESTRUTURAS

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      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: 03 jun. 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 jun. 03 ] 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 jun. 03 ] Available from: https://doi.org/10.1002/nme.6061

  • Artigo de periodico

    Discussion about progressive collapse of masonry buildings (2019)

    Felipe, Túlio Raunyr Cândido; Haach, Vladimir Guilherme

    Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, ROBUSTEZ, ESTRUTURAS

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      FELIPE, Túlio Raunyr Cândido e HAACH, Vladimir Guilherme. Discussion about progressive collapse of masonry buildings. Revista IBRACON de Estruturas e Materiais, v. 12, n. Ju 2019, p. 479-485, 2019Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952019000300003. Acesso em: 03 jun. 2024.

    • APA

      Felipe, T. R. C., & Haach, V. G. (2019). Discussion about progressive collapse of masonry buildings. Revista IBRACON de Estruturas e Materiais, 12( Ju 2019), 479-485. doi:10.1590/S1983-41952019000300003

    • NLM

      Felipe TRC, Haach VG. Discussion about progressive collapse of masonry buildings [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 479-485.[citado 2024 jun. 03 ] Available from: https://doi.org/10.1590/S1983-41952019000300003

    • Vancouver

      Felipe TRC, Haach VG. Discussion about progressive collapse of masonry buildings [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 479-485.[citado 2024 jun. 03 ] Available from: https://doi.org/10.1590/S1983-41952019000300003

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