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Trabalho de evento
Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads (2025)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International fib Symposium on the Conceptual Design of Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO, CISALHAMENTO, PONTES, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de et al. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf. Acesso em: 23 nov. 2025.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Prado, L. P., & El Debs, M. K. (2025). Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
NLM
Sousa AMD de, Lantsoght EOL, Prado LP, El Debs MK. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads [Internet]. Proceedings. 2025 ;[citado 2025 nov. 23 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
Vancouver
Sousa AMD de, Lantsoght EOL, Prado LP, El Debs MK. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads [Internet]. Proceedings. 2025 ;[citado 2025 nov. 23 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
Trabalho de evento
One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation (2024)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International Structural Engineering and Construction. Unidade: EESC
Assuntos: LAJES, CONCRETO ARMADO, CISALHAMENTO, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. 2024, Anais.. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10. Acesso em: 23 nov. 2025.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2024). One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. In Proceedings. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.14455/ISEC.2024.11(1).STR-10
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2025 nov. 23 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2025 nov. 23 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10
Trabalho de evento
Residual strength of UHPC exposed do sulfate and chloride attack (2020)
Domingues, Aline Bensi; Krahl, Pablo Augusto; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC
Assunto: ESTRUTURAS
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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: 23 nov. 2025.
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 2025 nov. 23 ] 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 2025 nov. 23 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf
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
Fonte: Proceedings. Nome do evento: FIB Symposium. Unidade: EESC
Assuntos: 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: 23 nov. 2025.
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 2025 nov. 23 ] 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 2025 nov. 23 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
Trabalho de evento
A new alternative for transfer of compressive stresses in precast concrete connections (2019)
El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: 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: 23 nov. 2025.
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 2025 nov. 23 ]
Vancouver
El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2025 nov. 23 ]
Trabalho de evento
Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness (2018)
Domingues, Aline Bensi; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International FIB Congress. Unidade: EESC
Assuntos: INTERAÇÃO SOLO-ESTRUTURA, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, BUEIROS, ESTRUTURAS
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ABNT
DOMINGUES, Aline Bensi e EL DEBS, Mounir Khalil. Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. 2018, Anais.. Melbourne, Australia: Concrete Institute of Australia, 2018. . Acesso em: 23 nov. 2025.
APA
Domingues, A. B., & El Debs, M. K. (2018). Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. In Proceedings. Melbourne, Australia: Concrete Institute of Australia.
NLM
Domingues AB, El Debs MK. Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. Proceedings. 2018 ;[citado 2025 nov. 23 ]
Vancouver
Domingues AB, El Debs MK. Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. Proceedings. 2018 ;[citado 2025 nov. 23 ]
Trabalho de evento
Innovative structural system consisting of CFT columms and precast concrete beams (2016)
Bezerra, Leonardo Melo; El Debs, Mounir Khalil ; El Debs, Ana Lúcia Homce de Cresce
Fonte: Proceedings. Nome do evento: International Conference on Structures and Architecture. Unidade: EESC
Assuntos: ESTRUTURAS, COLUNAS, VIGAS PRÉ-MOLDADAS, CONCRETO
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ABNT
BEZERRA, Leonardo Melo e EL DEBS, Mounir Khalil e EL DEBS, Ana Lúcia Homce de Cresce. Innovative structural system consisting of CFT columms and precast concrete beams. 2016, Anais.. London, UK: Taylor & Francis Group, 2016. . Acesso em: 23 nov. 2025.
APA
Bezerra, L. M., El Debs, M. K., & El Debs, A. L. H. de C. (2016). Innovative structural system consisting of CFT columms and precast concrete beams. In Proceedings. London, UK: Taylor & Francis Group.
NLM
Bezerra LM, El Debs MK, El Debs ALH de C. Innovative structural system consisting of CFT columms and precast concrete beams. Proceedings. 2016 ;[citado 2025 nov. 23 ]
Vancouver
Bezerra LM, El Debs MK, El Debs ALH de C. Innovative structural system consisting of CFT columms and precast concrete beams. Proceedings. 2016 ;[citado 2025 nov. 23 ]
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
Fonte: Proceedings. Nome do evento: FIB Symposium. Unidade: EESC
Assunto: ESTRUTURAS MISTAS
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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: 23 nov. 2025.
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 2025 nov. 23 ]
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 2025 nov. 23 ]
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
Fonte: Proceedings. Nome do evento: FIB Symposium. Unidade: EESC
Assuntos: DESIGN, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO
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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: 23 nov. 2025.
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 2025 nov. 23 ]
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 2025 nov. 23 ]
Trabalho de evento
Experimental study on a new type of corbel cast in a different stage of the precast concrete column (2014)
El Debs, Mounir Khalil ; Bellucio, Ellen Kellen; El Debs, Ana Lúcia Homce de Cresce
Fonte: Proceedings. Nome do evento: International fib Congress. Unidade: EESC
Assuntos: ESTRUTURAS PRÉ-FABRICADAS, CONCRETO ARMADO COM FIBRAS, AÇO, CONEXÕES ESTRUTURAIS
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ABNT
EL DEBS, Mounir Khalil e BELLUCIO, Ellen Kellen e EL DEBS, Ana Lúcia Homce de Cresce. Experimental study on a new type of corbel cast in a different stage of the precast concrete column. 2014, Anais.. Hyderabad: Universities Press, 2014. . Acesso em: 23 nov. 2025.
APA
El Debs, M. K., Bellucio, E. K., & El Debs, A. L. H. de C. (2014). Experimental study on a new type of corbel cast in a different stage of the precast concrete column. In Proceedings. Hyderabad: Universities Press.
NLM
El Debs MK, Bellucio EK, El Debs ALH de C. Experimental study on a new type of corbel cast in a different stage of the precast concrete column. Proceedings. 2014 ;[citado 2025 nov. 23 ]
Vancouver
El Debs MK, Bellucio EK, El Debs ALH de C. Experimental study on a new type of corbel cast in a different stage of the precast concrete column. Proceedings. 2014 ;[citado 2025 nov. 23 ]
Trabalho de evento
Numerical analysis of composite slim floor systems (2014)
El Debs, Ana Lúcia Homce de Cresce ; Ramos, André Luiz; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International fib Congress. Unidade: EESC
Assuntos: ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS MISTAS
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ABNT
EL DEBS, Ana Lúcia Homce de Cresce e RAMOS, André Luiz e EL DEBS, Mounir Khalil. Numerical analysis of composite slim floor systems. 2014, Anais.. Hyderabad: Universities Press, 2014. . Acesso em: 23 nov. 2025.
APA
El Debs, A. L. H. de C., Ramos, A. L., & El Debs, M. K. (2014). Numerical analysis of composite slim floor systems. In Proceedings. Hyderabad: Universities Press.
NLM
El Debs ALH de C, Ramos AL, El Debs MK. Numerical analysis of composite slim floor systems. Proceedings. 2014 ;[citado 2025 nov. 23 ]
Vancouver
El Debs ALH de C, Ramos AL, El Debs MK. Numerical analysis of composite slim floor systems. Proceedings. 2014 ;[citado 2025 nov. 23 ]
Trabalho de evento
Connections by adherence: a numerical analysis of preliminary push-out (2013)
Diógenes, Hidelbrando José Farkat; El Debs, Ana Lúcia Homce de Cresce ; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International Conference on Structural Engineering, Mechanics and Computation. Unidade: EESC
Assuntos: ANÁLISE NUMÉRICA, CONEXÕES ESTRUTURAIS, MÉTODO DOS ELEMENTOS FINITOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DIÓGENES, Hidelbrando José Farkat e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Connections by adherence: a numerical analysis of preliminary push-out. 2013, Anais.. Leiden: CRC Press/Balkema, 2013. . Acesso em: 23 nov. 2025.
APA
Diógenes, H. J. F., El Debs, A. L. H. de C., & El Debs, M. K. (2013). Connections by adherence: a numerical analysis of preliminary push-out. In Proceedings. Leiden: CRC Press/Balkema.
NLM
Diógenes HJF, El Debs ALH de C, El Debs MK. Connections by adherence: a numerical analysis of preliminary push-out. Proceedings. 2013 ;[citado 2025 nov. 23 ]
Vancouver
Diógenes HJF, El Debs ALH de C, El Debs MK. Connections by adherence: a numerical analysis of preliminary push-out. Proceedings. 2013 ;[citado 2025 nov. 23 ]
Trabalho de evento
Influential variabilities in reliability of reinforced concrete pipes (2012)
Silva, Jefferson Lins da ; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International Symposium on Life-Cycle Civil Engineering. Unidade: EESC
Assuntos: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS FINITOS, TUBULAÇÕES, ESTRUTURAS
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ABNT
SILVA, Jefferson Lins da e EL DEBS, Mounir Khalil. Influential variabilities in reliability of reinforced concrete pipes. 2012, Anais.. Viena, Austria: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2012. Disponível em: https://repositorio.usp.br/directbitstream/37290881-fd66-4af4-999a-6915dfd427bf/OK___Infuential%20%202012%20Pipe_F_new.pdf. Acesso em: 23 nov. 2025.
APA
Silva, J. L. da, & El Debs, M. K. (2012). Influential variabilities in reliability of reinforced concrete pipes. In Proceedings. Viena, Austria: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/37290881-fd66-4af4-999a-6915dfd427bf/OK___Infuential%20%202012%20Pipe_F_new.pdf
NLM
Silva JL da, El Debs MK. Influential variabilities in reliability of reinforced concrete pipes [Internet]. Proceedings. 2012 ;[citado 2025 nov. 23 ] Available from: https://repositorio.usp.br/directbitstream/37290881-fd66-4af4-999a-6915dfd427bf/OK___Infuential%20%202012%20Pipe_F_new.pdf
Vancouver
Silva JL da, El Debs MK. Influential variabilities in reliability of reinforced concrete pipes [Internet]. Proceedings. 2012 ;[citado 2025 nov. 23 ] Available from: https://repositorio.usp.br/directbitstream/37290881-fd66-4af4-999a-6915dfd427bf/OK___Infuential%20%202012%20Pipe_F_new.pdf
Trabalho de evento
Truck weight limits on concrete bridges regarding ultimate limit bending moment using reliability theory (2012)
Ferreira, Luciano Maldonado; El Debs, Mounir Khalil ; El Debs, Ana Lúcia Homce de Cresce
Fonte: Proceedings. Nome do evento: International Conference on Bridge Maintenance, Safety and Management. Unidade: EESC
Assuntos: CAMINHÕES (CONTROLE), PONTES DE CONCRETO, MÉTODO DE MONTE CARLO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERREIRA, Luciano Maldonado e EL DEBS, Mounir Khalil e EL DEBS, Ana Lúcia Homce de Cresce. Truck weight limits on concrete bridges regarding ultimate limit bending moment using reliability theory. 2012, Anais.. London: Taylor & Francis Group, 2012. . Acesso em: 23 nov. 2025.
APA
Ferreira, L. M., El Debs, M. K., & El Debs, A. L. H. de C. (2012). Truck weight limits on concrete bridges regarding ultimate limit bending moment using reliability theory. In Proceedings. London: Taylor & Francis Group.
NLM
Ferreira LM, El Debs MK, El Debs ALH de C. Truck weight limits on concrete bridges regarding ultimate limit bending moment using reliability theory. Proceedings. 2012 ;[citado 2025 nov. 23 ]
Vancouver
Ferreira LM, El Debs MK, El Debs ALH de C. Truck weight limits on concrete bridges regarding ultimate limit bending moment using reliability theory. Proceedings. 2012 ;[citado 2025 nov. 23 ]
Trabalho de evento
Push-out tests of straight shear connectors based on steel-concrete adherence (2012)
Diógenes, Hidelbrando José Farkat; El Debs, Ana Lúcia Homce de Cresce ; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International Conference on Bridge Maintenance, Safety and Management. Unidade: EESC
Assuntos: CONCRETO, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DIÓGENES, Hidelbrando José Farkat e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Push-out tests of straight shear connectors based on steel-concrete adherence. 2012, Anais.. London: Taylor & Francis Group, 2012. . Acesso em: 23 nov. 2025.
APA
Diógenes, H. J. F., El Debs, A. L. H. de C., & El Debs, M. K. (2012). Push-out tests of straight shear connectors based on steel-concrete adherence. In Proceedings. London: Taylor & Francis Group.
NLM
Diógenes HJF, El Debs ALH de C, El Debs MK. Push-out tests of straight shear connectors based on steel-concrete adherence. Proceedings. 2012 ;[citado 2025 nov. 23 ]
Vancouver
Diógenes HJF, El Debs ALH de C, El Debs MK. Push-out tests of straight shear connectors based on steel-concrete adherence. Proceedings. 2012 ;[citado 2025 nov. 23 ]
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
Fonte: Proceedings. Nome do evento: FIB Symposium. Unidade: EESC
Assuntos: 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: 23 nov. 2025.
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 2025 nov. 23 ]
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 2025 nov. 23 ]
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
Fonte: Proceedings. Nome do evento: FIB Symposium. Unidade: EESC
Assuntos: 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: 23 nov. 2025.
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 2025 nov. 23 ]
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 2025 nov. 23 ]
Trabalho de evento
Experimental study of bond between steel bars and self-compacting concrete with steel fiber (2010)
Garzón Reyes, Fredy Enrique; Almeida Filho, Fernando Menezes de; El Debs, Mounir Khalil ; El Debs, Ana Lúcia Homce de Cresce
Fonte: Proceedings. Nome do evento: International fib Congress and Exhibition. Unidade: EESC
Assuntos: CONCRETO ARMADO COM FIBRAS, CONCRETO AUTOADENSÁVEL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GARZÓN REYES, Fredy Enrique et al. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. 2010, Anais.. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 23 nov. 2025.
APA
Garzón Reyes, F. E., Almeida Filho, F. M. de, El Debs, M. K., & El Debs, A. L. H. de C. (2010). Experimental study of bond between steel bars and self-compacting concrete with steel fiber. In Proceedings. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Garzón Reyes FE, Almeida Filho FM de, El Debs MK, El Debs ALH de C. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. Proceedings. 2010 ;[citado 2025 nov. 23 ]
Vancouver
Garzón Reyes FE, Almeida Filho FM de, El Debs MK, El Debs ALH de C. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. Proceedings. 2010 ;[citado 2025 nov. 23 ]
Trabalho de evento
Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state (2010)
Silva, Jefferson Lins da ; El Debs, Mounir Khalil ; El Debs, Ana Lúcia Homce de Cresce ; Nowak, Andrzej S.
Fonte: Proceedings. Nome do evento: International Symposium on Life-Cycle Civil Engineering. Unidade: EESC
Assuntos: TUBOS (CONFIABILIDADE), CONCRETO ARMADO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Jefferson Lins da et al. Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. 2010, Anais.. Taipei: Taiwan Tech, 2010. . Acesso em: 23 nov. 2025.
APA
Silva, J. L. da, El Debs, M. K., El Debs, A. L. H. de C., & Nowak, A. S. (2010). Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. In Proceedings. Taipei: Taiwan Tech.
NLM
Silva JL da, El Debs MK, El Debs ALH de C, Nowak AS. Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. Proceedings. 2010 ;[citado 2025 nov. 23 ]
Vancouver
Silva JL da, El Debs MK, El Debs ALH de C, Nowak AS. Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state. Proceedings. 2010 ;[citado 2025 nov. 23 ]
Trabalho de evento
Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads (2010)
Oliveira, Walter Luiz de Andrade; El Debs, Ana Lúcia Homce de Cresce ; De Nardin, Silvana; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: International fib Congress and Exhibition. Unidade: EESC
Assuntos: COLUNAS, CONCRETO, ANÁLISE EXPERIMENTAL DE ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Walter Luiz de Andrade et al. Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. 2010, Anais.. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 23 nov. 2025.
APA
Oliveira, W. L. de A., El Debs, A. L. H. de C., De Nardin, S., & El Debs, M. K. (2010). Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. In Proceedings. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Oliveira WL de A, El Debs ALH de C, De Nardin S, El Debs MK. Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. Proceedings. 2010 ;[citado 2025 nov. 23 ]
Vancouver
Oliveira WL de A, El Debs ALH de C, De Nardin S, El Debs MK. Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. Proceedings. 2010 ;[citado 2025 nov. 23 ]

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