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Artigo de periodico
NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Genikomsou, Aikaterini S.; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, v. 293, p. 1-26, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116617. Acesso em: 28 maio 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Prado, L. P., & El Debs, M. K. (2023). NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, 293, 1-26. doi:10.1016/j.engstruct.2023.116617
NLM
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
Vancouver
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
Artigo de periodico
Transition between shear and punching in RC slabs: review and predictions with ACI code expressions (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Fonte: ACI Structural Journal. Unidade: EESC
Assuntos: ESTRUTURAS, CISALHAMENTO, LAJES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions. ACI Structural Journal, v. 120, n. 2, p. 115-128, 2023Tradução . . Disponível em: https://doi.org/10.14359/51738350. Acesso em: 28 maio 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Transition between shear and punching in RC slabs: review and predictions with ACI code expressions. ACI Structural Journal, 120( 2), 115-128. doi:10.14359/51738350
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions [Internet]. ACI Structural Journal. 2023 ; 120( 2): 115-128.[citado 2024 maio 28 ] Available from: https://doi.org/10.14359/51738350
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. Transition between shear and punching in RC slabs: review and predictions with ACI code expressions [Internet]. ACI Structural Journal. 2023 ; 120( 2): 115-128.[citado 2024 maio 28 ] Available from: https://doi.org/10.14359/51738350
Artigo de periodico
Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: CISALHAMENTO, LAJES, CONCRETO ARMADO, 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 Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 28 maio 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Artigo de periodico
NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level (2023)
Reginato, Luan ; Sousa, Alex Micael Dantas de ; Santos, João Vitor Caldas; El Debs, Mounir Khalil
Fonte: Buildings. Unidade: EESC
Assuntos: CONCRETO ARMADO, MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 maio 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 maio 28 ] 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 maio 28 ] Available from: https://doi.org/10.3390/buildings13071874
Artigo de periodico
Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Fonte: Buildings. Unidade: EESC
Assuntos: ESTRUTURAS, CISALHAMENTO, LAJES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 28 maio 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 maio 28 ] 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 maio 28 ] Available from: https://doi.org/10.3390/buildings13020434
Artigo de periodico
Computational modelling and analytical model for two-step corbel for precast concrete system (2021)
Araújo, Daniel de Lima; Coelho, Sergio Azevedo; Almeida, Sylvia Regina Mesquita de; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, MODELOS ANALÍTICOS, GEOMETRIA E MODELAGEM COMPUTACIONAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ARAÚJO, Daniel de Lima et al. Computational modelling and analytical model for two-step corbel for precast concrete system. Engineering Structures, v. 244, p. 1-14, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112699. Acesso em: 28 maio 2024.
APA
Araújo, D. de L., Coelho, S. A., Almeida, S. R. M. de, & El Debs, M. K. (2021). Computational modelling and analytical model for two-step corbel for precast concrete system. Engineering Structures, 244, 1-14. doi:10.1016/j.engstruct.2021.112699
NLM
Araújo D de L, Coelho SA, Almeida SRM de, El Debs MK. Computational modelling and analytical model for two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 244 1-14.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699
Vancouver
Araújo D de L, Coelho SA, Almeida SRM de, El Debs MK. Computational modelling and analytical model for two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 244 1-14.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699
Artigo de periodico
Experimental analysis of a modified two-step corbel for precast concrete system (2021)
Araújo, Daniel de Lima; Oliveira, Edilene Muniz de; Silva, Erika Meire Oliveira; Coelho, Sergio Azevedo; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ARAÚJO, Daniel de Lima et al. Experimental analysis of a modified two-step corbel for precast concrete system. Engineering Structures, v. 242, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112585. Acesso em: 28 maio 2024.
APA
Araújo, D. de L., Oliveira, E. M. de, Silva, E. M. O., Coelho, S. A., & El Debs, M. K. (2021). Experimental analysis of a modified two-step corbel for precast concrete system. Engineering Structures, 242, 1-15. doi:10.1016/j.engstruct.2021.112585
NLM
Araújo D de L, Oliveira EM de, Silva EMO, Coelho SA, El Debs MK. Experimental analysis of a modified two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 242 1-15.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585
Vancouver
Araújo D de L, Oliveira EM de, Silva EMO, Coelho SA, El Debs MK. Experimental analysis of a modified two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 242 1-15.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585
Artigo de periodico
Extended CSDT model for shear capacity assessments of bridge deck slabs (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Yuguang, Yang; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: BANCO DE DADOS, CONCRETO ARMADO, CISALHAMENTO, ENGENHARIA HIDRÁULICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, v. 234, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.111897. Acesso em: 28 maio 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Yuguang, Y., & El Debs, M. K. (2021). Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, 234, 1-16. doi:10.1016/j.engstruct.2021.111897
NLM
Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
Vancouver
Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
Artigo de periodico
Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Genikomsou, Aikaterini S.; Krahl, Pablo Augusto; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 28 maio 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774
NLM
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
Vancouver
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 maio 28 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
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
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: 28 maio 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 maio 28 ] 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 maio 28 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf

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