Filtros : "Journal of Civil Engineering Research" Limpar

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  • Source: Journal of Civil Engineering Research. Unidade: EESC

    Subjects: MADEIRA, ESTRUTURAS

    Acesso à fonteDOIHow to cite
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    • ABNT

      GONÇALVES, Decio et al. Compression strength of brazilian exotics wood species perpendicular to the grain. Journal of Civil Engineering Research, v. 7, n. 3, p. 105-107, 2017Tradução . . Disponível em: https://doi.org/10.5923/j.jce.20170703.03. Acesso em: 21 maio 2024.
    • APA

      Gonçalves, D., Almeida, T. H. de, Ferro, F. S., Christoforo, A. L., & Lahr, F. A. R. (2017). Compression strength of brazilian exotics wood species perpendicular to the grain. Journal of Civil Engineering Research, 7( 3), 105-107. doi:10.5923/j.jce.20170703.03
    • NLM

      Gonçalves D, Almeida TH de, Ferro FS, Christoforo AL, Lahr FAR. Compression strength of brazilian exotics wood species perpendicular to the grain [Internet]. Journal of Civil Engineering Research. 2017 ; 7( 3): 105-107.[citado 2024 maio 21 ] Available from: https://doi.org/10.5923/j.jce.20170703.03
    • Vancouver

      Gonçalves D, Almeida TH de, Ferro FS, Christoforo AL, Lahr FAR. Compression strength of brazilian exotics wood species perpendicular to the grain [Internet]. Journal of Civil Engineering Research. 2017 ; 7( 3): 105-107.[citado 2024 maio 21 ] Available from: https://doi.org/10.5923/j.jce.20170703.03
  • Source: Journal of Civil Engineering Research. Unidade: EESC

    Subjects: MADEIRA, ESTRUTURAS DE MADEIRA, RACIONALIZAÇÃO DA CONSTRUÇÃO

    Acesso à fonteDOIHow to cite
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    • ABNT

      GONÇALVES, Decio et al. Tree-shaped timber structural system: an ecological way of designing spatial structure. Journal of Civil Engineering Research, v. 4, n. 1, p. 1-7, 2014Tradução . . Disponível em: https://doi.org/10.5923/j.jce.20140404.01. Acesso em: 21 maio 2024.
    • APA

      Gonçalves, D., Varanda, L. D., Christoforo, A. L., & Lahr, F. A. R. (2014). Tree-shaped timber structural system: an ecological way of designing spatial structure. Journal of Civil Engineering Research, 4( 1), 1-7. doi:10.5923/j.jce.20140404.01
    • NLM

      Gonçalves D, Varanda LD, Christoforo AL, Lahr FAR. Tree-shaped timber structural system: an ecological way of designing spatial structure [Internet]. Journal of Civil Engineering Research. 2014 ; 4( 1): 1-7.[citado 2024 maio 21 ] Available from: https://doi.org/10.5923/j.jce.20140404.01
    • Vancouver

      Gonçalves D, Varanda LD, Christoforo AL, Lahr FAR. Tree-shaped timber structural system: an ecological way of designing spatial structure [Internet]. Journal of Civil Engineering Research. 2014 ; 4( 1): 1-7.[citado 2024 maio 21 ] Available from: https://doi.org/10.5923/j.jce.20140404.01
  • Source: Journal of Civil Engineering Research. Unidade: EESC

    Subjects: MADEIRA (CARACTERÍSTICAS), CONSTRUÇÃO CIVIL

    Acesso à fonteAcesso à fonteDOIHow to cite
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    • ABNT

      CHRISTOFORO, André Luis et al. Characterization of tropical wood species for use in civil constructions. Journal of Civil Engineering Research, v. 3, n. 3, p. 98-103, 2013Tradução . . Disponível em: https://doi.org/10.5923/j.jce.20130303.02. Acesso em: 21 maio 2024.
    • APA

      Christoforo, A. L., Blecha, K. A., Carvalho, A. L. C. de, Rezende, L. F. S., & Lahr, F. A. R. (2013). Characterization of tropical wood species for use in civil constructions. Journal of Civil Engineering Research, 3( 3), 98-103. doi:10.5923/j.jce.20130303.02
    • NLM

      Christoforo AL, Blecha KA, Carvalho ALC de, Rezende LFS, Lahr FAR. Characterization of tropical wood species for use in civil constructions [Internet]. Journal of Civil Engineering Research. 2013 ; 3( 3): 98-103.[citado 2024 maio 21 ] Available from: https://doi.org/10.5923/j.jce.20130303.02
    • Vancouver

      Christoforo AL, Blecha KA, Carvalho ALC de, Rezende LFS, Lahr FAR. Characterization of tropical wood species for use in civil constructions [Internet]. Journal of Civil Engineering Research. 2013 ; 3( 3): 98-103.[citado 2024 maio 21 ] Available from: https://doi.org/10.5923/j.jce.20130303.02

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