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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
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. 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: 24 jul. 2024.
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 2024 jul. 24 ] 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 2024 jul. 24 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10
Artigo de periodico
Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Araújo, Daniel de Lima; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Fonte: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Assuntos: CISALHAMENTO, LAJES, NORMAS TÉCNICAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, v. 16, n. 3, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000300008. Acesso em: 24 jul. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Araújo, D. de L., Prado, L. P., & El Debs, M. K. (2023). Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, 16( 3), 1-18. doi:10.1590/S1983-41952023000300008
NLM
Sousa AMD de, Lantsoght EOL, Araújo D de L, Prado LP, El Debs MK. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 jul. 24 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008
Vancouver
Sousa AMD de, Lantsoght EOL, Araújo D de L, Prado LP, El Debs MK. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 jul. 24 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008
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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] 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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] Available from: https://doi.org/10.14359/51738350
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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] Available from: https://doi.org/10.3390/buildings13020434
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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Tese (Doutorado)
One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads (2022)
Sousa, Alex Micael Dantas de ; El Debs, Mounir Khalil (Orientador) ; Lantsoght, Eva Olivia Leontien (coorient)
Unidade: EESC
Assuntos: LAJES, CONCRETO ARMADO, CISALHAMENTO, ANÁLISE EXPERIMENTAL DE ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de. One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads. 2022. Tese (Doutorado) – Universidade de São Paulo, São Carlos, 2022. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/. Acesso em: 24 jul. 2024.
APA
Sousa, A. M. D. de. (2022). One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads (Tese (Doutorado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/
NLM
Sousa AMD de. One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads [Internet]. 2022 ;[citado 2024 jul. 24 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/
Vancouver
Sousa AMD de. One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads [Internet]. 2022 ;[citado 2024 jul. 24 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112022-221516/
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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] 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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
Artigo de periodico
One-way shear strength of wide reinforced concrete members without stirrups (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; El Debs, Mounir Khalil
Fonte: Structural Concrete. Unidade: EESC
Assuntos: CISALHAMENTO, 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 O. L e EL DEBS, Mounir Khalil. One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, v. 22, n. 2, p. 968-992, 2021Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 24 jul. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2021). One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 22( 2), 968-992. doi:10.1002/suco.202000034
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1002/suco.202000034
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1002/suco.202000034
Artigo de periodico
One‐way shear strength of wide reinforced concrete members without stirrups (2020)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L.; El Debs, Mounir Khalil
Fonte: Structural Concrete. Unidade: EESC
Assuntos: CISALHAMENTO, 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 O. L. e EL DEBS, Mounir Khalil. One‐way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, p. 1-25, 2020Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 24 jul. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2020). One‐way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 1-25. doi:10.1002/suco.202000034
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One‐way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2020 ; 1-25.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1002/suco.202000034
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One‐way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2020 ; 1-25.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1002/suco.202000034
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: 24 jul. 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 jul. 24 ] 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 jul. 24 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
Artigo de periodico
Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014 (2019)
Sousa, Alex Micael Dantas de ; El Debs, Mounir Khalil
Fonte: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Assuntos: PONTES RODOVIÁRIAS, CISALHAMENTO, CARGA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e EL DEBS, Mounir Khalil. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, v. 12, n. Ju 2019, p. 658-693, 2019Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952019000300012. Acesso em: 24 jul. 2024.
APA
Sousa, A. M. D. de, & El Debs, M. K. (2019). Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, 12( Ju 2019), 658-693. doi:10.1590/S1983-41952019000300012
NLM
Sousa AMD de, El Debs MK. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 658-693.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1590/S1983-41952019000300012
Vancouver
Sousa AMD de, El Debs MK. Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 658-693.[citado 2024 jul. 24 ] Available from: https://doi.org/10.1590/S1983-41952019000300012
Trabalho de evento
Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal (2018)
Sousa, Alex Micael Dantas de ; El Debs, Mounir Khalil
Nome do evento: Congresso Brasileiro de Pontes e Estruturas. Unidade: EESC
Assuntos: CONCRETO ARMADO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e EL DEBS, Mounir Khalil. Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal. 2018, Anais.. Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2018. Disponível em: https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf. Acesso em: 24 jul. 2024.
APA
Sousa, A. M. D. de, & El Debs, M. K. (2018). Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal. In . Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf
NLM
Sousa AMD de, El Debs MK. Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal [Internet]. 2018 ;[citado 2024 jul. 24 ] Available from: https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf
Vancouver
Sousa AMD de, El Debs MK. Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal [Internet]. 2018 ;[citado 2024 jul. 24 ] Available from: https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf

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