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  • 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: EP

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

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      RODRIGUES, Eduardo Alexandre et al. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures, v. 12, n. 3, p. 520-541, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251224. Acesso em: 28 nov. 2025.
    • APA

      Rodrigues, E. A., Manzoli, O. L., Bitencourt Júnior, L. A. G., Prazeres, P. G. C. dos, & Bittencourt, T. N. (2015). Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load. Latin American Journal of Solids and Structures, 12( 3), 520-541. doi:10.1590/1679-78251224
    • NLM

      Rodrigues EA, Manzoli OL, Bitencourt Júnior LAG, Prazeres PGC dos, Bittencourt TN. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 520-541.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78251224
    • Vancouver

      Rodrigues EA, Manzoli OL, Bitencourt Júnior LAG, Prazeres PGC dos, Bittencourt TN. Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 520-541.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/1679-78251224
  • 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.
    • APA

      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: 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.
    • APA

      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: 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.
    • APA

      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.
    • APA

      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
    • NLM

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

    Subjects: MECANISMOS, ROBÔS (MANIPULAÇÃO)

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      COELHO, Tarcisio Antonio Hess e LIANG, Yong e ALVES, Valter Francisco Arruda. Improvements in the dynamic behaviour of two degree-of-freedom planar open-loop mechanisms. Latin American Journal of Solids and Structures, v. 1, n. 2, p. 219-232, 2004Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/50822ea2-d941-4962-a735-b1bc69328a5b/Alves_V-2004-Improvements%20in%20the%20dynamic%20behaviour%20of%20two%20degree-of-freedom%20ok.pdf. Acesso em: 28 nov. 2025.
    • APA

      Coelho, T. A. H., Liang, Y., & Alves, V. F. A. (2004). Improvements in the dynamic behaviour of two degree-of-freedom planar open-loop mechanisms. Latin American Journal of Solids and Structures, 1( 2), 219-232. Recuperado de https://repositorio.usp.br/directbitstream/50822ea2-d941-4962-a735-b1bc69328a5b/Alves_V-2004-Improvements%20in%20the%20dynamic%20behaviour%20of%20two%20degree-of-freedom%20ok.pdf
    • NLM

      Coelho TAH, Liang Y, Alves VFA. Improvements in the dynamic behaviour of two degree-of-freedom planar open-loop mechanisms [Internet]. Latin American Journal of Solids and Structures. 2004 ; 1( 2): 219-232.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/50822ea2-d941-4962-a735-b1bc69328a5b/Alves_V-2004-Improvements%20in%20the%20dynamic%20behaviour%20of%20two%20degree-of-freedom%20ok.pdf
    • Vancouver

      Coelho TAH, Liang Y, Alves VFA. Improvements in the dynamic behaviour of two degree-of-freedom planar open-loop mechanisms [Internet]. Latin American Journal of Solids and Structures. 2004 ; 1( 2): 219-232.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/50822ea2-d941-4962-a735-b1bc69328a5b/Alves_V-2004-Improvements%20in%20the%20dynamic%20behaviour%20of%20two%20degree-of-freedom%20ok.pdf

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