Filtros : "Alemanha" "EESC" "El Debs, Mounir Khalil" Limpar

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  • Source: Proceedings. Conference titles: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC

    Assunto: ESTRUTURAS

    Versão PublicadaHow to cite
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    • ABNT

      DOMINGUES, Aline Bensi e KRAHL, Pablo Augusto e EL DEBS, Mounir Khalil. Residual strength of UHPC exposed do sulfate and chloride attack. 2020, Anais.. Kassel, Germany: Kassel University Press, 2020. Disponível em: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf. Acesso em: 05 nov. 2024.
    • APA

      Domingues, A. B., Krahl, P. A., & El Debs, M. K. (2020). Residual strength of UHPC exposed do sulfate and chloride attack. In Proceedings. Kassel, Germany: Kassel University Press. Recuperado de https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf
    • NLM

      Domingues AB, Krahl PA, El Debs MK. Residual strength of UHPC exposed do sulfate and chloride attack [Internet]. Proceedings. 2020 ;[citado 2024 nov. 05 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf
    • Vancouver

      Domingues AB, Krahl PA, El Debs MK. Residual strength of UHPC exposed do sulfate and chloride attack [Internet]. Proceedings. 2020 ;[citado 2024 nov. 05 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf
  • Source: Anais. Conference titles: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC

    Subjects: VIGAS PRÉ-MOLDADAS, CONCRETO

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    • ABNT

      KRAHL, Pablo Augusto e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Lateral buckling analysis of precast UHPFRC beams. 2016, Anais.. Kassel, Germany: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2016. . Acesso em: 05 nov. 2024.
    • APA

      Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2016). Lateral buckling analysis of precast UHPFRC beams. In Anais. Kassel, Germany: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Krahl PA, Carrazedo R, El Debs MK. Lateral buckling analysis of precast UHPFRC beams. Anais. 2016 ;[citado 2024 nov. 05 ]
    • Vancouver

      Krahl PA, Carrazedo R, El Debs MK. Lateral buckling analysis of precast UHPFRC beams. Anais. 2016 ;[citado 2024 nov. 05 ]
  • Source: KSCE Journal of Civil Engineering. Unidade: EESC

    Subjects: CONCRETO ARMADO, JUNTAS ESTRUTURAIS

    Acesso à fonteDOIHow to cite
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    • ABNT

      HAACH, Vladimir Guilherme e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Influence of high column axial loads in exterior R/C beam-column joints. KSCE Journal of Civil Engineering, v. 18, n. 2, p. 558-565, 2014Tradução . . Disponível em: https://doi.org/10.1007/s12205-014-1201-z. Acesso em: 05 nov. 2024.
    • APA

      Haach, V. G., El Debs, A. L. H. de C., & El Debs, M. K. (2014). Influence of high column axial loads in exterior R/C beam-column joints. KSCE Journal of Civil Engineering, 18( 2), 558-565. doi:10.1007/s12205-014-1201-z
    • NLM

      Haach VG, El Debs ALH de C, El Debs MK. Influence of high column axial loads in exterior R/C beam-column joints [Internet]. KSCE Journal of Civil Engineering. 2014 ; 18( 2): 558-565.[citado 2024 nov. 05 ] Available from: https://doi.org/10.1007/s12205-014-1201-z
    • Vancouver

      Haach VG, El Debs ALH de C, El Debs MK. Influence of high column axial loads in exterior R/C beam-column joints [Internet]. KSCE Journal of Civil Engineering. 2014 ; 18( 2): 558-565.[citado 2024 nov. 05 ] Available from: https://doi.org/10.1007/s12205-014-1201-z
  • Source: CPI - Concrete Plant International. Unidade: EESC

    Subjects: VIGAS PRÉ-MOLDADAS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, TUBOS

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    • ABNT

      BEZERRA, Leonardo de Melo e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Precast concrete beam and concrete-filled steel tube column connection by steel corbel. CPI - Concrete Plant International, n. 6, p. 156-160, 2011Tradução . . Disponível em: http://www.cpi-worldwide.com/node/19986. Acesso em: 05 nov. 2024.
    • APA

      Bezerra, L. de M., El Debs, A. L. H. de C., & El Debs, M. K. (2011). Precast concrete beam and concrete-filled steel tube column connection by steel corbel. CPI - Concrete Plant International, ( 6), 156-160. Recuperado de http://www.cpi-worldwide.com/node/19986
    • NLM

      Bezerra L de M, El Debs ALH de C, El Debs MK. Precast concrete beam and concrete-filled steel tube column connection by steel corbel [Internet]. CPI - Concrete Plant International. 2011 ;( 6): 156-160.[citado 2024 nov. 05 ] Available from: http://www.cpi-worldwide.com/node/19986
    • Vancouver

      Bezerra L de M, El Debs ALH de C, El Debs MK. Precast concrete beam and concrete-filled steel tube column connection by steel corbel [Internet]. CPI - Concrete Plant International. 2011 ;( 6): 156-160.[citado 2024 nov. 05 ] Available from: http://www.cpi-worldwide.com/node/19986
  • Source: BFT International. Unidade: EESC

    Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO

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    • ABNT

      CANHA, Rejane Martins Fernandes e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Reinforcement calculation for socket bases of precast concrete columns. BFT International, v. 73, n. 6, p. 4-15, 2007Tradução . . Acesso em: 05 nov. 2024.
    • APA

      Canha, R. M. F., El Debs, A. L. H. de C., & El Debs, M. K. (2007). Reinforcement calculation for socket bases of precast concrete columns. BFT International, 73( 6), 4-15.
    • NLM

      Canha RMF, El Debs ALH de C, El Debs MK. Reinforcement calculation for socket bases of precast concrete columns. BFT International. 2007 ; 73( 6): 4-15.[citado 2024 nov. 05 ]
    • Vancouver

      Canha RMF, El Debs ALH de C, El Debs MK. Reinforcement calculation for socket bases of precast concrete columns. BFT International. 2007 ; 73( 6): 4-15.[citado 2024 nov. 05 ]
  • Source: Concrete Plant International. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO

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    • ABNT

      EL DEBS, Mounir Khalil e MIOTTO, Anamaria Malachini. Prototype tests on beam-to-column connections with semi-rigid behaviour in precast concrete structures. Concrete Plant International, n. 5, p. 164-173, 2006Tradução . . Acesso em: 05 nov. 2024.
    • APA

      El Debs, M. K., & Miotto, A. M. (2006). Prototype tests on beam-to-column connections with semi-rigid behaviour in precast concrete structures. Concrete Plant International, ( 5), 164-173.
    • NLM

      El Debs MK, Miotto AM. Prototype tests on beam-to-column connections with semi-rigid behaviour in precast concrete structures. Concrete Plant International. 2006 ;( 5): 164-173.[citado 2024 nov. 05 ]
    • Vancouver

      El Debs MK, Miotto AM. Prototype tests on beam-to-column connections with semi-rigid behaviour in precast concrete structures. Concrete Plant International. 2006 ;( 5): 164-173.[citado 2024 nov. 05 ]

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