Filtros : "ELEMENTOS ESTRUTURAIS" "Reino Unido" Removido: "EDIFICAÇÕES" Limpar

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  • Source: International Wood Products Journal. Unidades: EESC, FZEA

    Subjects: ESTRUTURAS, VIGAS, MADEIRA, ELEMENTOS ESTRUTURAIS, QUARTZO

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    • ABNT

      CARVALHO, Sander Samuel de et al. Epoxy mortar timber beam upgrading. International Wood Products Journal, v. 8, n. 3, p. 146-154, 2017Tradução . . Disponível em: https://doi.org/10.1080/20426445.2017.1335937. Acesso em: 27 nov. 2025.
    • APA

      Carvalho, S. S. de, Panzera, T. H., Christoforo, A. L., Fiorelli, J., Lahr, F. A. R., & Freire, R. T. S. (2017). Epoxy mortar timber beam upgrading. International Wood Products Journal, 8( 3), 146-154. doi:10.1080/20426445.2017.1335937
    • NLM

      Carvalho SS de, Panzera TH, Christoforo AL, Fiorelli J, Lahr FAR, Freire RTS. Epoxy mortar timber beam upgrading [Internet]. International Wood Products Journal. 2017 ; 8( 3): 146-154.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1080/20426445.2017.1335937
    • Vancouver

      Carvalho SS de, Panzera TH, Christoforo AL, Fiorelli J, Lahr FAR, Freire RTS. Epoxy mortar timber beam upgrading [Internet]. International Wood Products Journal. 2017 ; 8( 3): 146-154.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1080/20426445.2017.1335937
  • Source: Proceedings of the Institution of Civil Engineers. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, ELEMENTOS ESTRUTURAIS

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    • ABNT

      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. State of the art of steel-concrete composite structures in Brazil. Proceedings of the Institution of Civil Engineers, v. No 2013, n. 6, p. 20-27, 2013Tradução . . Disponível em: https://doi.org/10.1680/cien.2013.166.6.20. Acesso em: 27 nov. 2025.
    • APA

      De Nardin, S., & El Debs, A. L. H. de C. (2013). State of the art of steel-concrete composite structures in Brazil. Proceedings of the Institution of Civil Engineers, No 2013( 6), 20-27. doi:10.1680/cien.2013.166.6.20
    • NLM

      De Nardin S, El Debs ALH de C. State of the art of steel-concrete composite structures in Brazil [Internet]. Proceedings of the Institution of Civil Engineers. 2013 ; No 2013( 6): 20-27.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1680/cien.2013.166.6.20
    • Vancouver

      De Nardin S, El Debs ALH de C. State of the art of steel-concrete composite structures in Brazil [Internet]. Proceedings of the Institution of Civil Engineers. 2013 ; No 2013( 6): 20-27.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1680/cien.2013.166.6.20
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE AÇO, ELEMENTOS ESTRUTURAIS

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      VIEIRA JUNIOR, Luis Carlos Marcos e MALITE, Maximiliano e SCHAFER, Benjamin William. Simplified models for cross-section stress demands on C-section purlins in uplift. Thin-Walled Structures, v. 48, n. Ja 2010, p. 33-41, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2009.07.009. Acesso em: 27 nov. 2025.
    • APA

      Vieira Junior, L. C. M., Malite, M., & Schafer, B. W. (2010). Simplified models for cross-section stress demands on C-section purlins in uplift. Thin-Walled Structures, 48( Ja 2010), 33-41. doi:10.1016/j.tws.2009.07.009
    • NLM

      Vieira Junior LCM, Malite M, Schafer BW. Simplified models for cross-section stress demands on C-section purlins in uplift [Internet]. Thin-Walled Structures. 2010 ; 48( Ja 2010): 33-41.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1016/j.tws.2009.07.009
    • Vancouver

      Vieira Junior LCM, Malite M, Schafer BW. Simplified models for cross-section stress demands on C-section purlins in uplift [Internet]. Thin-Walled Structures. 2010 ; 48( Ja 2010): 33-41.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1016/j.tws.2009.07.009
  • Source: The Structural Design of Tall and Special Buildings. Unidade: EESC

    Subjects: MECÂNICA DAS ESTRUTURAS, ELEMENTOS ESTRUTURAIS

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      LAIER, José Elias. An improved continuous medium technique for structural frame analysis. The Structural Design of Tall and Special Buildings, v. 17, n. 1, p. 25-38, 2008Tradução . . Disponível em: https://doi.org/10.1002/tal.309. Acesso em: 27 nov. 2025.
    • APA

      Laier, J. E. (2008). An improved continuous medium technique for structural frame analysis. The Structural Design of Tall and Special Buildings, 17( 1), 25-38. doi:10.1002/tal.309
    • NLM

      Laier JE. An improved continuous medium technique for structural frame analysis [Internet]. The Structural Design of Tall and Special Buildings. 2008 ; 17( 1): 25-38.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1002/tal.309
    • Vancouver

      Laier JE. An improved continuous medium technique for structural frame analysis [Internet]. The Structural Design of Tall and Special Buildings. 2008 ; 17( 1): 25-38.[citado 2025 nov. 27 ] Available from: https://doi.org/10.1002/tal.309

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