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  • Source: Structural Engineering and Mechanics. Unidade: EESC

    Subjects: MECÂNICA DO DANO, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      TELES, Daniel V. C et al. A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, v. 88, n. 5, p. 451-462, 2023Tradução . . Disponível em: https://dx.doi.org/10.12989/sem.2023.88.5.451. Acesso em: 13 ago. 2024.
    • APA

      Teles, D. V. C., Cunha, R. N., Picón, R. A., Amorim, D. L. N. de F., Yongtao, B., Proença, S. P. B., & Floréz-López, J. (2023). A new formulation of cracking in concrete structures based on lumped damage mechanics. Structural Engineering and Mechanics, 88( 5), 451-462. doi:10.12989/sem.2023.88.5.451
    • NLM

      Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 ago. 13 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
    • Vancouver

      Teles DVC, Cunha RN, Picón RA, Amorim DLN de F, Yongtao B, Proença SPB, Floréz-López J. A new formulation of cracking in concrete structures based on lumped damage mechanics [Internet]. Structural Engineering and Mechanics. 2023 ; 88( 5): 451-462.[citado 2024 ago. 13 ] Available from: https://dx.doi.org/10.12989/sem.2023.88.5.451
  • Source: Computers and Concrete. Unidade: EESC

    Subjects: CORROSÃO DOS MATERIAIS, MECÂNICA DO DANO, ANÁLISE ESTOCÁSTICA, ESTRUTURAS

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    • ABNT

      COELHO, Karolinne Oliveira e LEONEL, Edson Denner e FLORÉZ-LÓPEZ, Julio. A methodology to evaluate corroded RC structures using a probabilistic damage approach. Computers and Concrete, v. 29, n. 1, p. 1-14, 2022Tradução . . Disponível em: https://dx.doi.org/10.12989/cac.2022.29.1.001. Acesso em: 13 ago. 2024.
    • APA

      Coelho, K. O., Leonel, E. D., & Floréz-López, J. (2022). A methodology to evaluate corroded RC structures using a probabilistic damage approach. Computers and Concrete, 29( 1), 1-14. doi:10.12989/cac.2022.29.1.001
    • NLM

      Coelho KO, Leonel ED, Floréz-López J. A methodology to evaluate corroded RC structures using a probabilistic damage approach [Internet]. Computers and Concrete. 2022 ; 29( 1): 1-14.[citado 2024 ago. 13 ] Available from: https://dx.doi.org/10.12989/cac.2022.29.1.001
    • Vancouver

      Coelho KO, Leonel ED, Floréz-López J. A methodology to evaluate corroded RC structures using a probabilistic damage approach [Internet]. Computers and Concrete. 2022 ; 29( 1): 1-14.[citado 2024 ago. 13 ] Available from: https://dx.doi.org/10.12989/cac.2022.29.1.001
  • Source: Computers and Concrete. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, VIGAS, ESTRUTURAS

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    • ABNT

      SPAVIER, Patricia Tavares de Souza e KATAOKA, Marcela Novischi e EL DEBS, Ana Lúcia Homce de Cresce. Parametric study on the structural behaviour of composite slim floors with hollow-core slabs. Computers and Concrete, v. 28, n. 5, p. 497-506, 2021Tradução . . Disponível em: https://doi.org/10.12989/cac.2021.28.5.497. Acesso em: 13 ago. 2024.
    • APA

      Spavier, P. T. de S., Kataoka, M. N., & El Debs, A. L. H. de C. (2021). Parametric study on the structural behaviour of composite slim floors with hollow-core slabs. Computers and Concrete, 28( 5), 497-506. doi:10.12989/cac.2021.28.5.497
    • NLM

      Spavier PT de S, Kataoka MN, El Debs ALH de C. Parametric study on the structural behaviour of composite slim floors with hollow-core slabs [Internet]. Computers and Concrete. 2021 ; 28( 5): 497-506.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2021.28.5.497
    • Vancouver

      Spavier PT de S, Kataoka MN, El Debs ALH de C. Parametric study on the structural behaviour of composite slim floors with hollow-core slabs [Internet]. Computers and Concrete. 2021 ; 28( 5): 497-506.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2021.28.5.497
  • Source: Computers and Concrete. Unidade: EESC

    Subjects: CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA, ESTRUTURAS DE CONCRETO, ESTRUTURAS

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    • ABNT

      KATAOKA, Marcela Novischi et al. Computer modeling and analytical prediction of shear transfer in reinforced concrete structures. Computers and Concrete, v. 26, n. 2, p. 151-159, 2020Tradução . . Disponível em: https://doi.org/10.12989/cac.2020.26.2.151. Acesso em: 13 ago. 2024.
    • APA

      Kataoka, M. N., El Debs, A. L. H. de C., Araújo, D. de L., & Martins, B. G. (2020). Computer modeling and analytical prediction of shear transfer in reinforced concrete structures. Computers and Concrete, 26( 2), 151-159. doi:10.12989/cac.2020.26.2.151
    • NLM

      Kataoka MN, El Debs ALH de C, Araújo D de L, Martins BG. Computer modeling and analytical prediction of shear transfer in reinforced concrete structures [Internet]. Computers and Concrete. 2020 ; 26( 2): 151-159.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2020.26.2.151
    • Vancouver

      Kataoka MN, El Debs ALH de C, Araújo D de L, Martins BG. Computer modeling and analytical prediction of shear transfer in reinforced concrete structures [Internet]. Computers and Concrete. 2020 ; 26( 2): 151-159.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2020.26.2.151
  • Source: Steel and Composite Structures : an international journal. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS DE AÇO, CONCRETO REFORÇADO COM FIBRAS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, COLUNAS, ESTRUTURAS

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    • ABNT

      PEREIRA, M. F. e NARDIN, Silvana De e EL DEBS, Ana Lúcia Homce de Cresce. Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, v. 34, n. 6, p. 909-927, 2020Tradução . . Disponível em: https://doi.org/10.12989/scs.2020.34.6.909. Acesso em: 13 ago. 2024.
    • APA

      Pereira, M. F., Nardin, S. D., & El Debs, A. L. H. de C. (2020). Partially encased composite columns using fiber reinforced concrete: experimental study. Steel and Composite Structures : an international journal, 34( 6), 909-927. doi:10.12989/scs.2020.34.6.909
    • NLM

      Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2020.34.6.909
    • Vancouver

      Pereira MF, Nardin SD, El Debs ALH de C. Partially encased composite columns using fiber reinforced concrete: experimental study [Internet]. Steel and Composite Structures : an international journal. 2020 ; 34( 6): 909-927.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2020.34.6.909
  • Source: Steel and Composite Structures : an international journal. Unidade: EESC

    Subjects: CONEXÕES ESTRUTURAIS, CISALHAMENTO, ESTRUTURAS MISTAS, ESTRUTURAS

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    • ABNT

      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces. Steel and Composite Structures : an international journal, v. 28, n. 4, p. 449-460, 2018Tradução . . Disponível em: https://doi.org/10.12989/scs.2018.28.4.449. Acesso em: 13 ago. 2024.
    • APA

      De Nardin, S., & El Debs, A. L. H. de C. (2018). Shear transfer mechanism in connections involving concrete filled steel columns under shear forces. Steel and Composite Structures : an international journal, 28( 4), 449-460. doi:10.12989/scs.2018.28.4.449
    • NLM

      De Nardin S, El Debs ALH de C. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces [Internet]. Steel and Composite Structures : an international journal. 2018 ; 28( 4): 449-460.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2018.28.4.449
    • Vancouver

      De Nardin S, El Debs ALH de C. Shear transfer mechanism in connections involving concrete filled steel columns under shear forces [Internet]. Steel and Composite Structures : an international journal. 2018 ; 28( 4): 449-460.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2018.28.4.449
  • Source: Computers and Concrete. Unidade: EESC

    Subjects: CONCRETO ARMADO, ANÁLISE NUMÉRICA, TUBOS, ESTRUTURAS

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    • ABNT

      KATAOKA, Marcela Novischi et al. FE analysis of RC pipes under three-edge-bearing test: pocket and diameter influence. Computers and Concrete, v. 20, n. 4, p. 483-490, 2017Tradução . . Disponível em: https://doi.org/10.12989/cac.2017.20.4.483. Acesso em: 13 ago. 2024.
    • APA

      Kataoka, M. N., Silva, J. L. da, Oliveira, L. M. F. de, & El Debs, M. K. (2017). FE analysis of RC pipes under three-edge-bearing test: pocket and diameter influence. Computers and Concrete, 20( 4), 483-490. doi:10.12989/cac.2017.20.4.483
    • NLM

      Kataoka MN, Silva JL da, Oliveira LMF de, El Debs MK. FE analysis of RC pipes under three-edge-bearing test: pocket and diameter influence [Internet]. Computers and Concrete. 2017 ; 20( 4): 483-490.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2017.20.4.483
    • Vancouver

      Kataoka MN, Silva JL da, Oliveira LMF de, El Debs MK. FE analysis of RC pipes under three-edge-bearing test: pocket and diameter influence [Internet]. Computers and Concrete. 2017 ; 20( 4): 483-490.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2017.20.4.483
  • Source: Steel and Composite Structures : an international journal. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      KATAOKA, Marcela Novischi e FRIEDRICH, Juliana Teodoro e EL DEBS, Ana Lúcia Homce de Cresce. Experimental investigation on longitudinal shear behavior for composite floor slab. Steel and Composite Structures : an international journal, v. 23, n. 3, p. 361-372, 2017Tradução . . Disponível em: https://doi.org/10.23989/scs.2017.23.3.361. Acesso em: 13 ago. 2024.
    • APA

      Kataoka, M. N., Friedrich, J. T., & El Debs, A. L. H. de C. (2017). Experimental investigation on longitudinal shear behavior for composite floor slab. Steel and Composite Structures : an international journal, 23( 3), 361-372. doi:10.23989/scs.2017.23.3.361
    • NLM

      Kataoka MN, Friedrich JT, El Debs ALH de C. Experimental investigation on longitudinal shear behavior for composite floor slab [Internet]. Steel and Composite Structures : an international journal. 2017 ; 23( 3): 361-372.[citado 2024 ago. 13 ] Available from: https://doi.org/10.23989/scs.2017.23.3.361
    • Vancouver

      Kataoka MN, Friedrich JT, El Debs ALH de C. Experimental investigation on longitudinal shear behavior for composite floor slab [Internet]. Steel and Composite Structures : an international journal. 2017 ; 23( 3): 361-372.[citado 2024 ago. 13 ] Available from: https://doi.org/10.23989/scs.2017.23.3.361
  • Source: Steel and Composite Structures : an international journal. Unidade: EESC

    Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, CONCRETO DE ALTA RESISTÊNCIA, AÇO, ESTRUTURAS

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    • ABNT

      PEREIRA, Margot Fabiana e DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Structural behavior of partially encased composite columns under axial loads. Steel and Composite Structures : an international journal, v. 20, n. 6, p. 1305-1322, 2016Tradução . . Disponível em: https://doi.org/10.12989/scs.2016.20.6.1305. Acesso em: 13 ago. 2024.
    • APA

      Pereira, M. F., De Nardin, S., & El Debs, A. L. H. de C. (2016). Structural behavior of partially encased composite columns under axial loads. Steel and Composite Structures : an international journal, 20( 6), 1305-1322. doi:10.12989/scs.2016.20.6.1305
    • NLM

      Pereira MF, De Nardin S, El Debs ALH de C. Structural behavior of partially encased composite columns under axial loads [Internet]. Steel and Composite Structures : an international journal. 2016 ; 20( 6): 1305-1322.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2016.20.6.1305
    • Vancouver

      Pereira MF, De Nardin S, El Debs ALH de C. Structural behavior of partially encased composite columns under axial loads [Internet]. Steel and Composite Structures : an international journal. 2016 ; 20( 6): 1305-1322.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2016.20.6.1305
  • Source: Computers and Concrete. Unidade: EESC

    Subjects: CONCRETO REFORÇADO COM FIBRAS, ANÁLISE NUMÉRICA, LIGAÇÕES VIGA-PILAR, ESTRUTURAS

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    • ABNT

      SILVA, Matheus Fernandes de Araújo e HAACH, Vladimir Guilherme. Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling. Computers and Concrete, v. 18, n. 2, p. 215-233, 2016Tradução . . Disponível em: https://doi.org/10.12989/cac.2016.18.2.000. Acesso em: 13 ago. 2024.
    • APA

      Silva, M. F. de A., & Haach, V. G. (2016). Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling. Computers and Concrete, 18( 2), 215-233. doi:10.12989/cac.2016.18.2.000
    • NLM

      Silva MF de A, Haach VG. Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling [Internet]. Computers and Concrete. 2016 ; 18( 2): 215-233.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2016.18.2.000
    • Vancouver

      Silva MF de A, Haach VG. Parametrical study of the behavior of exterior unreinforced concrete beam-columm joints through numerical modeling [Internet]. Computers and Concrete. 2016 ; 18( 2): 215-233.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/cac.2016.18.2.000
  • Source: Steel and Composite Structures : an international journal. Unidade: EESC

    Subjects: COLUNAS, ESTRUTURAS DE AÇO, ESTRUTURAS DE CONCRETO, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Shear transfer mechanism in composite columns: an experimental study. Steel and Composite Structures : an international journal, v. 7, n. 5, p. 377-390, 2007Tradução . . Disponível em: https://doi.org/10.12989/scs.2007.7.5.377. Acesso em: 13 ago. 2024.
    • APA

      De Nardin, S., & El Debs, A. L. H. de C. (2007). Shear transfer mechanism in composite columns: an experimental study. Steel and Composite Structures : an international journal, 7( 5), 377-390. doi:10.12989/scs.2007.7.5.377
    • NLM

      De Nardin S, El Debs ALH de C. Shear transfer mechanism in composite columns: an experimental study [Internet]. Steel and Composite Structures : an international journal. 2007 ; 7( 5): 377-390.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2007.7.5.377
    • Vancouver

      De Nardin S, El Debs ALH de C. Shear transfer mechanism in composite columns: an experimental study [Internet]. Steel and Composite Structures : an international journal. 2007 ; 7( 5): 377-390.[citado 2024 ago. 13 ] Available from: https://doi.org/10.12989/scs.2007.7.5.377

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