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  • Source: ACI Structural Journal. Unidade: EESC

    Subjects: ESTRUTURAS, CISALHAMENTO, LAJES

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions. ACI Structural Journal, v. 120, n. 2, p. 115-128, 2023Tradução . . Disponível em: https://doi.org/10.14359/51738350. Acesso em: 28 abr. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Transition between shear and punching in RC slabs: review and predictions with ACI code expressions. ACI Structural Journal, 120( 2), 115-128. doi:10.14359/51738350
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions [Internet]. ACI Structural Journal. 2023 ; 120( 2): 115-128.[citado 2024 abr. 28 ] Available from: https://doi.org/10.14359/51738350
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions [Internet]. ACI Structural Journal. 2023 ; 120( 2): 115-128.[citado 2024 abr. 28 ] Available from: https://doi.org/10.14359/51738350
  • Source: ACI Structural Journal. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, ANÁLISE EXPERIMENTAL DE ESTRUTURAS

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    • ABNT

      ANDOLFATO, Rodrigo Piernas et al. Study of vertical load distribution in full-scale four-story masonry building. ACI Structural Journal, v. 111, n. 3, p. 685-691, 2014Tradução . . Disponível em: https://doi.org/10.14359/51686626. Acesso em: 28 abr. 2024.
    • APA

      Andolfato, R. P., Ramalho, M. A., Corrêa, M. R. S., & Haach, V. G. (2014). Study of vertical load distribution in full-scale four-story masonry building. ACI Structural Journal, 111( 3), 685-691. doi:10.14359/51686626
    • NLM

      Andolfato RP, Ramalho MA, Corrêa MRS, Haach VG. Study of vertical load distribution in full-scale four-story masonry building [Internet]. ACI Structural Journal. 2014 ; 111( 3): 685-691.[citado 2024 abr. 28 ] Available from: https://doi.org/10.14359/51686626
    • Vancouver

      Andolfato RP, Ramalho MA, Corrêa MRS, Haach VG. Study of vertical load distribution in full-scale four-story masonry building [Internet]. ACI Structural Journal. 2014 ; 111( 3): 685-691.[citado 2024 abr. 28 ] Available from: https://doi.org/10.14359/51686626
  • Source: ACI Structural Journal. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONEXÕES ESTRUTURAIS

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    • ABNT

      CANHA, Rejane Martins Fernandes et al. Behavior of socket base connections emphasizing pedestal walls. ACI Structural Journal, v. 106, n. 3, p. 268-278, 2009Tradução . . Disponível em: http://www.concrete.org/tempComDocs/-67368/106-s26.pdf. Acesso em: 28 abr. 2024.
    • APA

      Canha, R. M. F., El Debs, M. K., Jaguaribe Junior, K. de B., & El Debs, A. L. H. de C. (2009). Behavior of socket base connections emphasizing pedestal walls. ACI Structural Journal, 106( 3), 268-278. Recuperado de http://www.concrete.org/tempComDocs/-67368/106-s26.pdf
    • NLM

      Canha RMF, El Debs MK, Jaguaribe Junior K de B, El Debs ALH de C. Behavior of socket base connections emphasizing pedestal walls [Internet]. ACI Structural Journal. 2009 ; 106( 3): 268-278.[citado 2024 abr. 28 ] Available from: http://www.concrete.org/tempComDocs/-67368/106-s26.pdf
    • Vancouver

      Canha RMF, El Debs MK, Jaguaribe Junior K de B, El Debs ALH de C. Behavior of socket base connections emphasizing pedestal walls [Internet]. ACI Structural Journal. 2009 ; 106( 3): 268-278.[citado 2024 abr. 28 ] Available from: http://www.concrete.org/tempComDocs/-67368/106-s26.pdf

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