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Trabalho de evento
Structural system influence on the shear capacity of wide members without shear reinforcement (2020)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; El Debs, Mounir Khalil
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Subjects: CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 04 jun. 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 jun. 04 ] 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 jun. 04 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
Trabalho de evento
Evaluation of the in service behavior of steel-concrete composite slabs (2019)
Oliveira, Lucas Antônio Morais; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Lucas Antônio Morais e EL DEBS, Ana Lúcia Homce de Cresce. Evaluation of the in service behavior of steel-concrete composite slabs. 2019, Anais.. Lausanne, Switzerland: FIB, 2019. Disponível em: https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf. Acesso em: 04 jun. 2024.
APA
Oliveira, L. A. M., & El Debs, A. L. H. de C. (2019). Evaluation of the in service behavior of steel-concrete composite slabs. In Proceedings. Lausanne, Switzerland: FIB. Recuperado de https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf
NLM
Oliveira LAM, El Debs ALH de C. Evaluation of the in service behavior of steel-concrete composite slabs [Internet]. Proceedings. 2019 ;[citado 2024 jun. 04 ] Available from: https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf
Vancouver
Oliveira LAM, El Debs ALH de C. Evaluation of the in service behavior of steel-concrete composite slabs [Internet]. Proceedings. 2019 ;[citado 2024 jun. 04 ] Available from: https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf
Trabalho de evento
A new alternative for transfer of compressive stresses in precast concrete connections (2019)
El Debs, Mounir Khalil
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 04 jun. 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 jun. 04 ]
Vancouver
El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2024 jun. 04 ]
Trabalho de evento
Influence of steel fibers and stirrups on the steel-concrete bond behavior (2015)
Correia, Vinicius Costa; El Debs, Mounir Khalil; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Assunto: ESTRUTURAS MISTAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CORREIA, Vinicius Costa e EL DEBS, Mounir Khalil e EL DEBS, Ana Lúcia Homce de Cresce. Influence of steel fibers and stirrups on the steel-concrete bond behavior. 2015, Anais.. [Copenhagen: FIB], 2015. . Acesso em: 04 jun. 2024.
APA
Correia, V. C., El Debs, M. K., & El Debs, A. L. H. de C. (2015). Influence of steel fibers and stirrups on the steel-concrete bond behavior. In Proceedings. [Copenhagen: FIB].
NLM
Correia VC, El Debs MK, El Debs ALH de C. Influence of steel fibers and stirrups on the steel-concrete bond behavior. Proceedings. 2015 ;[citado 2024 jun. 04 ]
Vancouver
Correia VC, El Debs MK, El Debs ALH de C. Influence of steel fibers and stirrups on the steel-concrete bond behavior. Proceedings. 2015 ;[citado 2024 jun. 04 ]
Trabalho de evento
Design parameters for multy-storey precast concrete structures with semi-rigid connection (2015)
El Debs, Mounir Khalil; Marin, Marcelo Cuadrado; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Subjects: DESIGN, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
EL DEBS, Mounir Khalil e MARIN, Marcelo Cuadrado e EL DEBS, Ana Lúcia Homce de Cresce. Design parameters for multy-storey precast concrete structures with semi-rigid connection. 2015, Anais.. [Copenhagen: FIB], 2015. . Acesso em: 04 jun. 2024.
APA
El Debs, M. K., Marin, M. C., & El Debs, A. L. H. de C. (2015). Design parameters for multy-storey precast concrete structures with semi-rigid connection. In Proceedings. [Copenhagen: FIB].
NLM
El Debs MK, Marin MC, El Debs ALH de C. Design parameters for multy-storey precast concrete structures with semi-rigid connection. Proceedings. 2015 ;[citado 2024 jun. 04 ]
Vancouver
El Debs MK, Marin MC, El Debs ALH de C. Design parameters for multy-storey precast concrete structures with semi-rigid connection. Proceedings. 2015 ;[citado 2024 jun. 04 ]
Trabalho de evento
Precast concrete beam to concrete-filled steel tube column connection by steel corbel (2011)
Bezerra, Leonardo de Melo; El Debs, Ana Lúcia Homce de Cresce; El Debs, Mounir Khalil
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Subjects: CONCRETO, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BEZERRA, Leonardo de Melo e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Precast concrete beam to concrete-filled steel tube column connection by steel corbel. 2011, Anais.. Prague: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2011. . Acesso em: 04 jun. 2024.
APA
Bezerra, L. de M., El Debs, A. L. H. de C., & El Debs, M. K. (2011). Precast concrete beam to concrete-filled steel tube column connection by steel corbel. In Proceedings. Prague: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Bezerra L de M, El Debs ALH de C, El Debs MK. Precast concrete beam to concrete-filled steel tube column connection by steel corbel. Proceedings. 2011 ;[citado 2024 jun. 04 ]
Vancouver
Bezerra L de M, El Debs ALH de C, El Debs MK. Precast concrete beam to concrete-filled steel tube column connection by steel corbel. Proceedings. 2011 ;[citado 2024 jun. 04 ]
Trabalho de evento
Comparative analysis of perpendicular and inclined dowels for semi-rigid beam-to-column connection of precast concrete structures (2011)
El Debs, Mounir Khalil; Aguiar, Eduardo Aurélio Barros; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Subjects: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, BUCHA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
EL DEBS, Mounir Khalil e AGUIAR, Eduardo Aurélio Barros e EL DEBS, Ana Lúcia Homce de Cresce. Comparative analysis of perpendicular and inclined dowels for semi-rigid beam-to-column connection of precast concrete structures. 2011, Anais.. Prague: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2011. . Acesso em: 04 jun. 2024.
APA
El Debs, M. K., Aguiar, E. A. B., & El Debs, A. L. H. de C. (2011). Comparative analysis of perpendicular and inclined dowels for semi-rigid beam-to-column connection of precast concrete structures. In Proceedings. Prague: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
El Debs MK, Aguiar EAB, El Debs ALH de C. Comparative analysis of perpendicular and inclined dowels for semi-rigid beam-to-column connection of precast concrete structures. Proceedings. 2011 ;[citado 2024 jun. 04 ]
Vancouver
El Debs MK, Aguiar EAB, El Debs ALH de C. Comparative analysis of perpendicular and inclined dowels for semi-rigid beam-to-column connection of precast concrete structures. Proceedings. 2011 ;[citado 2024 jun. 04 ]
Trabalho de evento
Numerical and experimental analysis of bolted mixed connection subjected to cyclic loading (2011)
Kataoka, Marcela Novischi; El Debs, Ana Lúcia Homce de Cresce
Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC
Subjects: ESTRUTURAS MISTAS, ANÁLISE NUMÉRICA, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KATAOKA, Marcela Novischi e EL DEBS, Ana Lúcia Homce de Cresce. Numerical and experimental analysis of bolted mixed connection subjected to cyclic loading. 2011, Anais.. Prague: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2011. . Acesso em: 04 jun. 2024.
APA
Kataoka, M. N., & El Debs, A. L. H. de C. (2011). Numerical and experimental analysis of bolted mixed connection subjected to cyclic loading. In Proceedings. Prague: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Kataoka MN, El Debs ALH de C. Numerical and experimental analysis of bolted mixed connection subjected to cyclic loading. Proceedings. 2011 ;[citado 2024 jun. 04 ]
Vancouver
Kataoka MN, El Debs ALH de C. Numerical and experimental analysis of bolted mixed connection subjected to cyclic loading. Proceedings. 2011 ;[citado 2024 jun. 04 ]

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