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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
Source: Proceedings. Conference titles: International Structural Engineering and Construction. Unidade: EESC
Subjects: 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: 24 abr. 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 abr. 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 abr. 24 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10
Artigo de periodico
Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado (2023)
Silva, Marcos Antonio do Rosario da; Sousa, Alex Micael Dantas de ; Neuberger, Ygor Moriel; Sanabria Díaz, Rafael Andrés; El Debs, Mounir Khalil
Source: Concreto & Construções. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, LAJES, CONCRETO DE ALTO DESEMPENHO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Marcos Antonio do Rosario da et al. Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado. Concreto & Construções, v. 112, p. 67-72, 2023Tradução . . Disponível em: http://dx.doi.org/10.4322/1809-7197.2023.112.0004. Acesso em: 24 abr. 2024.
APA
Silva, M. A. do R. da, Sousa, A. M. D. de, Neuberger, Y. M., Sanabria Díaz, R. A., & El Debs, M. K. (2023). Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado. Concreto & Construções, 112, 67-72. doi:10.4322/1809-7197.2023.112.0004
NLM
Silva MA do R da, Sousa AMD de, Neuberger YM, Sanabria Díaz RA, El Debs MK. Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado [Internet]. Concreto & Construções. 2023 ; 112 67-72.[citado 2024 abr. 24 ] Available from: http://dx.doi.org/10.4322/1809-7197.2023.112.0004
Vancouver
Silva MA do R da, Sousa AMD de, Neuberger YM, Sanabria Díaz RA, El Debs MK. Aplicações do UHPC nas ligações de tabuleiros de pontes em concreto pré-moldado [Internet]. Concreto & Construções. 2023 ; 112 67-72.[citado 2024 abr. 24 ] Available from: http://dx.doi.org/10.4322/1809-7197.2023.112.0004
Artigo de periodico
Reliability-based design of reinforced concrete pipes to satisfy the TEBT (2023)
Sousa, Alex Micael Dantas de ; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: TUBOS, ESTRUTURAS DE CONCRETO ARMADO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de e PRADO, Lisiane Pereira e EL DEBS, Mounir Khalil. Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, v. 20, n. 7, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257510. Acesso em: 24 abr. 2024.
APA
Sousa, A. M. D. de, Prado, L. P., & El Debs, M. K. (2023). Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, 20( 7), 1-20. doi:10.1590/1679-78257510
NLM
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2024 abr. 24 ] Available from: http://dx.doi.org/10.1590/1679-78257510
Vancouver
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2024 abr. 24 ] Available from: http://dx.doi.org/10.1590/1679-78257510
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
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 24 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008
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
Source: ACI Structural Journal. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 24 ] Available from: https://doi.org/10.14359/51738350
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
Source: Engineering Structures. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 24 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
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
Source: Buildings. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 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
Source: Engineering Structures. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 24 ] 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
Source: Buildings. Unidade: EESC
Subjects: 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: 24 abr. 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 abr. 24 ] 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 abr. 24 ] Available from: https://doi.org/10.3390/buildings13071874
Artigo de periodico
Interface strength of High-Strength concrete to Ultra-High-Performance concrete (2022)
Prado, Lisiane Pereira; Carrazedo, Ricardo ; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO DE ALTO DESEMPENHO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PRADO, Lisiane Pereira e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, v. 252, p. 1-16, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2021.113591. Acesso em: 24 abr. 2024.
APA
Prado, L. P., Carrazedo, R., & El Debs, M. K. (2022). Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, 252, 1-16. doi:10.1016/j.engstruct.2021.113591
NLM
Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 abr. 24 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
Vancouver
Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 abr. 24 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
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
Source: Engineering Structures. Unidade: EESC
Subjects: 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: 24 abr. 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 abr. 24 ] 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 abr. 24 ] 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
Source: Engineering Structures. Unidade: EESC
Subjects: 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: 24 abr. 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 abr. 24 ] 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 abr. 24 ] 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
Source: Engineering Structures. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 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
Source: Engineering Structures. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 24 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
Artigo de periodico
Contributions to the design of precast concrete culverts with unusual cross sections (2021)
Domingues, Aline Bensi; El Debs, Mounir Khalil
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, GALERIAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DOMINGUES, Aline Bensi e EL DEBS, Mounir Khalil. Contributions to the design of precast concrete culverts with unusual cross sections. Revista IBRACON de Estruturas e Materiais, v. 14, n. 4, p. 1-20, 2021Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952021000400009. Acesso em: 24 abr. 2024.
APA
Domingues, A. B., & El Debs, M. K. (2021). Contributions to the design of precast concrete culverts with unusual cross sections. Revista IBRACON de Estruturas e Materiais, 14( 4), 1-20. doi:10.1590/S1983-41952021000400009
NLM
Domingues AB, El Debs MK. Contributions to the design of precast concrete culverts with unusual cross sections [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-20.[citado 2024 abr. 24 ] Available from: https://doi.org/10.1590/S1983-41952021000400009
Vancouver
Domingues AB, El Debs MK. Contributions to the design of precast concrete culverts with unusual cross sections [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-20.[citado 2024 abr. 24 ] Available from: https://doi.org/10.1590/S1983-41952021000400009
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
Source: Structural Concrete. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 24 ] Available from: https://doi.org/10.1002/suco.202000034
Trabalho de evento
Residual strength of UHPC exposed do sulfate and chloride attack (2020)
Domingues, Aline Bensi; Krahl, Pablo Augusto; El Debs, Mounir Khalil
Source: Proceedings. Conference titles: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 24 abr. 2024.
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 2024 abr. 24 ] 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 2024 abr. 24 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf
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
Source: Structural Concrete. Unidade: EESC
Subjects: 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 abr. 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 abr. 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 abr. 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
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: 24 abr. 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 abr. 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 abr. 24 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
Artigo de periodico
Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables (2019)
Krahl, Pablo Augusto; Martins, Diego de Oliveira; Carrazedo, Ricardo; Silva, Irineu da; El Debs, Mounir Khalil
Source: Composite Structures. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO ARMADO COM FIBRAS, VIGAS PRÉ-MOLDADAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KRAHL, Pablo Augusto et al. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables. Composite Structures, v. 209, p. 652-667, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2018.11.002. Acesso em: 24 abr. 2024.
APA
Krahl, P. A., Martins, D. de O., Carrazedo, R., Silva, I. da, & El Debs, M. K. (2019). Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables. Composite Structures, 209, 652-667. doi:10.1016/j.compstruct.2018.11.002
NLM
Krahl PA, Martins D de O, Carrazedo R, Silva I da, El Debs MK. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables [Internet]. Composite Structures. 2019 ; 209 652-667.[citado 2024 abr. 24 ] Available from: https://doi.org/10.1016/j.compstruct.2018.11.002
Vancouver
Krahl PA, Martins D de O, Carrazedo R, Silva I da, El Debs MK. Experimental and analytical studies on the lateral instability of UHPFRC beams lifted by cables [Internet]. Composite Structures. 2019 ; 209 652-667.[citado 2024 abr. 24 ] Available from: https://doi.org/10.1016/j.compstruct.2018.11.002

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