Filtros : "DEBS, MOUNIR KHALIL EL" "Suiça" Removido: "USP" Limpar

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  • Source: Buildings. Unidade: EESC

    Subjects: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS

    Versão PublicadaAcesso à fonteDOIHow to cite
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    • ABNT

      REGINATO, Luan et al. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, v. 13, n. 7, p. 1-33, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13071874. Acesso em: 18 set. 2024.
    • APA

      Reginato, L., Sousa, A. M. D. de, Santos, J. V. C., & El Debs, M. K. (2023). NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, 13( 7), 1-33. doi:10.3390/buildings13071874
    • NLM

      Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2024 set. 18 ] Available from: https://doi.org/10.3390/buildings13071874
    • Vancouver

      Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2024 set. 18 ] Available from: https://doi.org/10.3390/buildings13071874
  • Source: Buildings. 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. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms. Buildings, v. 13, n. 2, p. 1-28, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13020434. Acesso em: 18 set. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms. Buildings, 13( 2), 1-28. doi:10.3390/buildings13020434
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms [Internet]. Buildings. 2023 ; 13( 2): 1-28.[citado 2024 set. 18 ] Available from: https://doi.org/10.3390/buildings13020434
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms [Internet]. Buildings. 2023 ; 13( 2): 1-28.[citado 2024 set. 18 ] Available from: https://doi.org/10.3390/buildings13020434
  • Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC

    Subjects: CISALHAMENTO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L e EL DEBS, Mounir Khalil. Structural system influence on the shear capacity of wide members without shear reinforcement. 2020, Anais.. Lausanne, Switzerland: FIB, 2020. Disponível em: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf. Acesso em: 18 set. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2020). Structural system influence on the shear capacity of wide members without shear reinforcement. In Proceedings. Lausanne, Switzerland: FIB. Recuperado de https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Structural system influence on the shear capacity of wide members without shear reinforcement [Internet]. Proceedings. 2020 ;[citado 2024 set. 18 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Structural system influence on the shear capacity of wide members without shear reinforcement [Internet]. Proceedings. 2020 ;[citado 2024 set. 18 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
  • Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      EL DEBS, Mounir Khalil. A new alternative for transfer of compressive stresses in precast concrete connections. 2019, Anais.. Lausanne, Switzerland: FIB, 2019. . Acesso em: 18 set. 2024.
    • APA

      El Debs, M. K. (2019). A new alternative for transfer of compressive stresses in precast concrete connections. In Proceedings. Lausanne, Switzerland: FIB.
    • NLM

      El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2024 set. 18 ]
    • Vancouver

      El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2024 set. 18 ]
  • Source: Structural Engineering International. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS

    Acesso à fonteDOIHow to cite
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    • ABNT

      OLIVEIRA JÚNIOR, Luiz Álvaro et al. Precast beam–column connection subjected to cyclic and dynamic loadings. Structural Engineering International, v. 27, n. 1, p. 114-126, 2017Tradução . . Disponível em: https://doi.org/10.2749/101686617X14676303589075. Acesso em: 18 set. 2024.
    • APA

      Oliveira Júnior, L. Á., Araújo, D. L., El Debs, M. K., & Diógenes, H. J. F. (2017). Precast beam–column connection subjected to cyclic and dynamic loadings. Structural Engineering International, 27( 1), 114-126. doi:10.2749/101686617X14676303589075
    • NLM

      Oliveira Júnior LÁ, Araújo DL, El Debs MK, Diógenes HJF. Precast beam–column connection subjected to cyclic and dynamic loadings [Internet]. Structural Engineering International. 2017 ; 27( 1): 114-126.[citado 2024 set. 18 ] Available from: https://doi.org/10.2749/101686617X14676303589075
    • Vancouver

      Oliveira Júnior LÁ, Araújo DL, El Debs MK, Diógenes HJF. Precast beam–column connection subjected to cyclic and dynamic loadings [Internet]. Structural Engineering International. 2017 ; 27( 1): 114-126.[citado 2024 set. 18 ] Available from: https://doi.org/10.2749/101686617X14676303589075
  • Source: IABSE Symposium Report. Conference titles: IABSE Symposium. Unidades: EESC, EP

    Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, PONTES EM ARCO, SISTEMAS E PROCESSOS CONSTRUTIVOS

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    • ABNT

      EL DEBS, Mounir Khalil e TEIXEIRA, Pedro Wellington Gonçalves do Nascimento e EL DEBS, Ana Lúcia Homce de Cresce. Large culverts made with precast concrete arch-shape elements connected with cast in place concrete. IABSE Symposium Report. Zurich: IABSE. . Acesso em: 18 set. 2024. , 2014
    • APA

      El Debs, M. K., Teixeira, P. W. G. do N., & El Debs, A. L. H. de C. (2014). Large culverts made with precast concrete arch-shape elements connected with cast in place concrete. IABSE Symposium Report. Zurich: IABSE.
    • NLM

      El Debs MK, Teixeira PWG do N, El Debs ALH de C. Large culverts made with precast concrete arch-shape elements connected with cast in place concrete. IABSE Symposium Report. 2014 ; 102 831-838.[citado 2024 set. 18 ]
    • Vancouver

      El Debs MK, Teixeira PWG do N, El Debs ALH de C. Large culverts made with precast concrete arch-shape elements connected with cast in place concrete. IABSE Symposium Report. 2014 ; 102 831-838.[citado 2024 set. 18 ]
  • Source: IABSE Symposium Report. Conference titles: IABSE Symposium. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, ENSAIOS NÃO DESTRUTIVOS, CONEXÕES ESTRUTURAIS

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    • ABNT

      DIÓGENES, Hidelbrando José Farkat e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Non-destructive evaluation of composite beams of steel and concrete connected by adherence after monotonic tests. IABSE Symposium Report. Zurich: IABSE. . Acesso em: 18 set. 2024. , 2014
    • APA

      Diógenes, H. J. F., El Debs, A. L. H. de C., & El Debs, M. K. (2014). Non-destructive evaluation of composite beams of steel and concrete connected by adherence after monotonic tests. IABSE Symposium Report. Zurich: IABSE.
    • NLM

      Diógenes HJF, El Debs ALH de C, El Debs MK. Non-destructive evaluation of composite beams of steel and concrete connected by adherence after monotonic tests. IABSE Symposium Report. 2014 ; 102 2924-2931.[citado 2024 set. 18 ]
    • Vancouver

      Diógenes HJF, El Debs ALH de C, El Debs MK. Non-destructive evaluation of composite beams of steel and concrete connected by adherence after monotonic tests. IABSE Symposium Report. 2014 ; 102 2924-2931.[citado 2024 set. 18 ]

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