Filtros : "Latin American Journal of Solids and Structures" Removido: "MÉTODO DOS ELEMENTOS FINITOS" Limpar

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

    Subjects: TRELIÇAS, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Optimal design of non-linear truss structures considering progressive collapse. Latin American Journal of Solids and Structures, v. 21, n. 7, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257812. Acesso em: 28 nov. 2025.
    • APA

      Felipe, T. R. C., & Beck, A. T. (2024). Optimal design of non-linear truss structures considering progressive collapse. Latin American Journal of Solids and Structures, 21( 7), 1-15. doi:10.1590/1679-78257812
    • NLM

      Felipe TRC, Beck AT. Optimal design of non-linear truss structures considering progressive collapse [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 7): 1-15.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1590/1679-78257812
    • Vancouver

      Felipe TRC, Beck AT. Optimal design of non-linear truss structures considering progressive collapse [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 7): 1-15.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1590/1679-78257812
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: TUBOS, ESTRUTURAS DE CONCRETO ARMADO, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de e PRADO, Lisiane Pereira e EL DEBS, Mounir Khalil. Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, v. 20, n. 7, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257510. Acesso em: 28 nov. 2025.
    • APA

      Sousa, A. M. D. de, Prado, L. P., & El Debs, M. K. (2023). Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, 20( 7), 1-20. doi:10.1590/1679-78257510
    • NLM

      Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1590/1679-78257510
    • Vancouver

      Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1590/1679-78257510
  • Source: Latin American Journal of Solids and Structures. Unidade: EP

    Subjects: DINÂMICA, MECÂNICA DOS SOLOS

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      FERRAZ, Amauri Coelho et al. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures, v. 20, n. 6, 2023Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/69bf0fe4-0da3-49f1-8229-4115d429c35d/CARRION-2023-3164348-Coupling_modal_analysis.pdf. Acesso em: 28 nov. 2025.
    • APA

      Ferraz, A. C., Pacheco, L. A., Carrion, R., & Mesquita, E. (2023). Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures, 20( 6). doi:10.1590/1679-78257571
    • NLM

      Ferraz AC, Pacheco LA, Carrion R, Mesquita E. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6):[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/69bf0fe4-0da3-49f1-8229-4115d429c35d/CARRION-2023-3164348-Coupling_modal_analysis.pdf
    • Vancouver

      Ferraz AC, Pacheco LA, Carrion R, Mesquita E. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 6):[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/69bf0fe4-0da3-49f1-8229-4115d429c35d/CARRION-2023-3164348-Coupling_modal_analysis.pdf
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS

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    • ABNT

      RAMOS, Éverton Souza e CARRAZEDO, Rogério e PACCOLA, Rodrigo Ribeiro. Modeling particles elements in damaged reinforced concrete structures. Latin American Journal of Solids and Structures, v. 18, n. 1, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1590/1679-78256251. Acesso em: 28 nov. 2025.
    • APA

      Ramos, É. S., Carrazedo, R., & Paccola, R. R. (2021). Modeling particles elements in damaged reinforced concrete structures. Latin American Journal of Solids and Structures, 18( 1), 1-24. doi:10.1590/1679-78256251
    • NLM

      Ramos ÉS, Carrazedo R, Paccola RR. Modeling particles elements in damaged reinforced concrete structures [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 1): 1-24.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78256251
    • Vancouver

      Ramos ÉS, Carrazedo R, Paccola RR. Modeling particles elements in damaged reinforced concrete structures [Internet]. Latin American Journal of Solids and Structures. 2021 ; 18( 1): 1-24.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78256251
  • Source: Latin American Journal of Solids and Structures. Unidades: EESC, EP

    Subjects: ESTRUTURAS DE AÇO, ESTRUTURAS DE CONCRETO, REABILITAÇÃO, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SANTIAGO, Wagner Carvalho et al. Reliability-based calibration of main Brazilian structural design codes. Latin American Journal of Solids and Structures, v. 17, n. 1, p. 1-28, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255754. Acesso em: 28 nov. 2025.
    • APA

      Santiago, W. C., Kroetz, H. M., Santos, S. H. de C., Stucchi, F. R., & Beck, A. T. (2020). Reliability-based calibration of main Brazilian structural design codes. Latin American Journal of Solids and Structures, 17( 1), 1-28. doi:10.1590/1679-78255754
    • NLM

      Santiago WC, Kroetz HM, Santos SH de C, Stucchi FR, Beck AT. Reliability-based calibration of main Brazilian structural design codes [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 1): 1-28.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78255754
    • Vancouver

      Santiago WC, Kroetz HM, Santos SH de C, Stucchi FR, Beck AT. Reliability-based calibration of main Brazilian structural design codes [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 1): 1-28.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78255754
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS DE CONTORNO, CORROSÃO, ESTRUTURAS

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      PELLIZZER, Giovanni Pais et al. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, v. 17, n. 8, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1590/1679-78255885. Acesso em: 28 nov. 2025.
    • APA

      Pellizzer, G. P., Kroetz, H. M., Leonel, E. D., & Beck, A. T. (2020). Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, 17( 8), 1-17. doi:10.1590/1679-78255885
    • NLM

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78255885
    • Vancouver

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78255885
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, EQUAÇÕES INTEGRAIS DE FREDHOLM, ESTRUTURAS

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      AGUIAR, Adair Roberto et al. Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, v. 15, n. 10 (thematic section), p. 1-14, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254337. Acesso em: 28 nov. 2025.
    • APA

      Aguiar, A. R., Patriota, T. V. B., Royer-Carfagni, G., & Seitenfuss, A. B. (2018). Boundary layer effects in a finite linearly elastic peridynamic bar. Latin American Journal of Solids and Structures, 15( 10 (thematic section), 1-14. doi:10.1590/1679-78254337
    • NLM

      Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78254337
    • Vancouver

      Aguiar AR, Patriota TVB, Royer-Carfagni G, Seitenfuss AB. Boundary layer effects in a finite linearly elastic peridynamic bar [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 10 (thematic section): 1-14.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78254337
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ORTODONTIA, BIOMECÂNICA, ESTRUTURAS

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      GARCÍA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, v. 15, n. 5, p. 1-18, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254373. Acesso em: 28 nov. 2025.
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      García Sánchez, J. A., & Coda, H. B. (2018). The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, 15( 5), 1-18. doi:10.1590/1679-78254373
    • NLM

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78254373
    • Vancouver

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78254373
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: REOLOGIA, VIBRAÇÕES, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      MADEIRA, Raphael Henrique e CODA, Humberto Breves. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control. Latin American Journal of Solids and Structures, v. 13, n. Ja/May. 2016, p. 964-991, 2016Tradução . . Disponível em: https://doi.org/10.1590/1679-78252624. Acesso em: 28 nov. 2025.
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      Madeira, R. H., & Coda, H. B. (2016). Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control. Latin American Journal of Solids and Structures, 13( Ja/May. 2016), 964-991. doi:10.1590/1679-78252624
    • NLM

      Madeira RH, Coda HB. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( Ja/May. 2016): 964-991.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78252624
    • Vancouver

      Madeira RH, Coda HB. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( Ja/May. 2016): 964-991.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78252624
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), MÉTODO DE MONTE CARLO, BENCHMARKING (ESTUDO)

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      SANTOS, Ketson Roberto Maximiano dos e BECK, André Teófilo. A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, v. 12, n. 4, p. 624-648, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251245. Acesso em: 28 nov. 2025.
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      Santos, K. R. M. dos, & Beck, A. T. (2015). A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, 12( 4), 624-648. doi:10.1590/1679-78251245
    • NLM

      Santos KRM dos, Beck AT. A benchmark study on intelligent sampling techniques in Monte Carlo simulation [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 4): 624-648.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78251245
    • Vancouver

      Santos KRM dos, Beck AT. A benchmark study on intelligent sampling techniques in Monte Carlo simulation [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 4): 624-648.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78251245
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, VENTO (PROJETO)

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      BECK, André Teófilo e CORREA, Marcio Roberto Silva. New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, v. 10, n. 4, p. 707-723, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000400003. Acesso em: 28 nov. 2025.
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      Beck, A. T., & Correa, M. R. S. (2013). New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, 10( 4), 707-723. doi:10.1590/s1679-78252013000400003
    • NLM

      Beck AT, Correa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
    • Vancouver

      Beck AT, Correa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: POLÍMEROS (MATERIAIS), ESTRUTURA DE AERONAVES, MATERIAIS (MODELOS)

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      TITA, Volnei e CALIRI JÚNIOR, Mauricio Francisco. Numerical simulation of anisotropic polymeric foams. Latin American Journal of Solids and Structures, v. 9, n. 2, p. 259-279, 2012Tradução . . Disponível em: https://doi.org/10.1590/S1679-78252012000200005. Acesso em: 28 nov. 2025.
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      Tita, V., & Caliri Júnior, M. F. (2012). Numerical simulation of anisotropic polymeric foams. Latin American Journal of Solids and Structures, 9( 2), 259-279. doi:10.1590/S1679-78252012000200005
    • NLM

      Tita V, Caliri Júnior MF. Numerical simulation of anisotropic polymeric foams [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 259-279.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/S1679-78252012000200005
    • Vancouver

      Tita V, Caliri Júnior MF. Numerical simulation of anisotropic polymeric foams [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 259-279.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/S1679-78252012000200005
  • Source: Latin American Journal of Solids and Structures. Unidade: EP

    Assunto: PROCESSOS ESTOCÁSTICOS

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      CALLE GONZALES, Miguel Angel et al. Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs. Latin American Journal of Solids and Structures, v. 7, n. 1, p. 21-40, 2010Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf. Acesso em: 28 nov. 2025.
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      Calle Gonzales, M. A., Benítez Barrios, D., Lima, N. B. de, & Gonçalves, E. (2010). Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs. Latin American Journal of Solids and Structures, 7( 1), 21-40. Recuperado de https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf
    • NLM

      Calle Gonzales MA, Benítez Barrios D, Lima NB de, Gonçalves E. Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs [Internet]. Latin American Journal of Solids and Structures. 2010 ; 7( 1): 21-40.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf
    • Vancouver

      Calle Gonzales MA, Benítez Barrios D, Lima NB de, Gonçalves E. Importance of considering a material micro-failure criterion in the numerical modelling of the shot peening process applied to parabolic leaf springs [Internet]. Latin American Journal of Solids and Structures. 2010 ; 7( 1): 21-40.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/49271c20-d12e-4b67-b6f8-082a8c96d9ab/Gon%C3%A7alves-2010-Importance%20of%20Considering%20a%20Material%20Micro-failure%20Criterion%20in%20the%20Numerical%20Modelling%20of%20the%20Shot%20Peening%20ok.pdf
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Assunto: PROCESSOS ESTOCÁSTICOS

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      SILVA JÚNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo e ROSA, Edison da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, v. 6, n. 1, p. 51-72, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159. Acesso em: 28 nov. 2025.
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      Silva Júnior, C. R. Á. da, Beck, A. T., & Rosa, E. da. (2009). Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, 6( 1), 51-72. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
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      Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2025 nov. 28 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
    • Vancouver

      Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2025 nov. 28 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), SEGURANÇA ESTRUTURAL, OTIMIZAÇÃO ESTOCÁSTICA

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      BECK, André Teófilo e VERZENHASSI, Camila Cardozo. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures, v. 5, n. 3, p. Se 2008, 2008Tradução . . Acesso em: 28 nov. 2025.
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      Beck, A. T., & Verzenhassi, C. C. (2008). Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures, 5( 3), Se 2008.
    • NLM

      Beck AT, Verzenhassi CC. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2025 nov. 28 ]
    • Vancouver

      Beck AT, Verzenhassi CC. Risk optimization of a steel frame communications tower subject to tornado winds. Latin American Journal of Solids and Structures. 2008 ; 5( 3): Se 2008.[citado 2025 nov. 28 ]
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: VIBRAÇÕES DE MÁQUINAS (CONTROLE), ALGORITMOS GENÉTICOS, VISCOELASTICIDADE DAS ESTRUTURAS

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      TRINDADE, Marcelo Areias. Optimization of passive constrained layer damping treatments applied to composite beams. Latin American Journal of Solids and Structures, v. 4, n. 4, p. 19-38, 2007Tradução . . Acesso em: 28 nov. 2025.
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      Trindade, M. A. (2007). Optimization of passive constrained layer damping treatments applied to composite beams. Latin American Journal of Solids and Structures, 4( 4), 19-38.
    • NLM

      Trindade MA. Optimization of passive constrained layer damping treatments applied to composite beams. Latin American Journal of Solids and Structures. 2007 ; 4( 4): 19-38.[citado 2025 nov. 28 ]
    • Vancouver

      Trindade MA. Optimization of passive constrained layer damping treatments applied to composite beams. Latin American Journal of Solids and Structures. 2007 ; 4( 4): 19-38.[citado 2025 nov. 28 ]
  • Source: Latin American Journal of Solids and Structures. Unidade: EP

    Subjects: PONTES ESTAIADAS, ESTABILIDADE, MODELOS MATEMÁTICOS

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      KREIS, Eri Sato e ANDRÉ, João Cyro. A numerical inquiry into flutter phenomenon in long-span bridges. Latin American Journal of Solids and Structures, v. 2, n. 3-4, p. 321-337, 2005Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf. Acesso em: 28 nov. 2025.
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      Kreis, E. S., & André, J. C. (2005). A numerical inquiry into flutter phenomenon in long-span bridges. Latin American Journal of Solids and Structures, 2( 3-4), 321-337. Recuperado de https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf
    • NLM

      Kreis ES, André JC. A numerical inquiry into flutter phenomenon in long-span bridges [Internet]. Latin American Journal of Solids and Structures. 2005 ; 2( 3-4): 321-337.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf
    • Vancouver

      Kreis ES, André JC. A numerical inquiry into flutter phenomenon in long-span bridges [Internet]. Latin American Journal of Solids and Structures. 2005 ; 2( 3-4): 321-337.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO

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      BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM applied to damage models with emphasis on the localization and regularization techniques. Latin American Journal of Solids and Structures, v. 2, n. 1, p. 89-101, 2005Tradução . . Acesso em: 28 nov. 2025.
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      Botta, A. S., Venturini, W. S., & Benallal, A. (2005). BEM applied to damage models with emphasis on the localization and regularization techniques. Latin American Journal of Solids and Structures, 2( 1), 89-101.
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      Botta AS, Venturini WS, Benallal A. BEM applied to damage models with emphasis on the localization and regularization techniques. Latin American Journal of Solids and Structures. 2005 ; 2( 1): 89-101.[citado 2025 nov. 28 ]
    • Vancouver

      Botta AS, Venturini WS, Benallal A. BEM applied to damage models with emphasis on the localization and regularization techniques. Latin American Journal of Solids and Structures. 2005 ; 2( 1): 89-101.[citado 2025 nov. 28 ]
  • Source: Latin American Journal of Solids and Structures. Unidade: EP

    Subjects: DINÂMICA DAS ESTRUTURAS, MATERIAIS ELÁSTICOS, TENSÃO DOS MATERIAIS, VIGAS, SIMULAÇÃO DE SISTEMAS, ESTRUTURAS (IMPACTO)

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      ALVES, Marcílio e YU, J. L. Material influence on the response of impacted beams. Latin American Journal of Solids and Structures, v. 2 n. 2, n. ju 2005, p. 167-193, 2005Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/5f1bb021-d7a4-4c53-8333-3cead76b6bbc/AlvesM-2005-Material%20influence%20on%20the%20response%20of%20impacted%20beams%20ok.pdf. Acesso em: 28 nov. 2025.
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      Alves, M., & Yu, J. L. (2005). Material influence on the response of impacted beams. Latin American Journal of Solids and Structures, 2 n. 2( ju 2005), 167-193. Recuperado de https://repositorio.usp.br/directbitstream/5f1bb021-d7a4-4c53-8333-3cead76b6bbc/AlvesM-2005-Material%20influence%20on%20the%20response%20of%20impacted%20beams%20ok.pdf
    • NLM

      Alves M, Yu JL. Material influence on the response of impacted beams [Internet]. Latin American Journal of Solids and Structures. 2005 ; 2 n. 2( ju 2005): 167-193.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/5f1bb021-d7a4-4c53-8333-3cead76b6bbc/AlvesM-2005-Material%20influence%20on%20the%20response%20of%20impacted%20beams%20ok.pdf
    • Vancouver

      Alves M, Yu JL. Material influence on the response of impacted beams [Internet]. Latin American Journal of Solids and Structures. 2005 ; 2 n. 2( ju 2005): 167-193.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/5f1bb021-d7a4-4c53-8333-3cead76b6bbc/AlvesM-2005-Material%20influence%20on%20the%20response%20of%20impacted%20beams%20ok.pdf
  • Source: Latin American Journal of Solids and Structures. Unidade: EP

    Subjects: ANÁLISE TÉRMICA, FOGO, AÇO

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      SILVA, Valdir Pignatta e. Determination of the temperature of thermally unprotected steel members under fire situations: considerations on the section factor. Latin American Journal of Solids and Structures, v. No 2005, n. 2, p. 113-125, 2005Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/71f2d698-da73-48b7-b21e-aa804c4ea826/Silva-2005-determination.pdf. Acesso em: 28 nov. 2025.
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      Silva, V. P. e. (2005). Determination of the temperature of thermally unprotected steel members under fire situations: considerations on the section factor. Latin American Journal of Solids and Structures, No 2005( 2), 113-125. Recuperado de https://repositorio.usp.br/directbitstream/71f2d698-da73-48b7-b21e-aa804c4ea826/Silva-2005-determination.pdf
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      Silva VP e. Determination of the temperature of thermally unprotected steel members under fire situations: considerations on the section factor [Internet]. Latin American Journal of Solids and Structures. 2005 ; No 2005( 2): 113-125.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/71f2d698-da73-48b7-b21e-aa804c4ea826/Silva-2005-determination.pdf
    • Vancouver

      Silva VP e. Determination of the temperature of thermally unprotected steel members under fire situations: considerations on the section factor [Internet]. Latin American Journal of Solids and Structures. 2005 ; No 2005( 2): 113-125.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/71f2d698-da73-48b7-b21e-aa804c4ea826/Silva-2005-determination.pdf

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