ReP USP - Resultado da busca

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: 18 out. 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 out. 18 ] 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 out. 18 ] 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
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: 18 out. 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 out. 18 ] 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 out. 18 ] Available from: https://doi.org/10.1002/suco.202000034
Artigo de periodico
Behaviour of grouted dowels used in precast concrete connections (2012)
Aguiar, Eduardo Aurélio Barros; Bellucio, Ellen Kellen; El Debs, Mounir Khalil
Source: Structural Concrete. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, LIGAÇÕES VIGA-PILAR
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Eduardo Aurélio Barros e BELLUCIO, Ellen Kellen e EL DEBS, Mounir Khalil. Behaviour of grouted dowels used in precast concrete connections. Structural Concrete, v. 13, n. 2, p. 84-94, 2012Tradução . . Disponível em: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract. Acesso em: 18 out. 2024.
APA
Aguiar, E. A. B., Bellucio, E. K., & El Debs, M. K. (2012). Behaviour of grouted dowels used in precast concrete connections. Structural Concrete, 13( 2), 84-94. doi:10.1002/suco.201100048
NLM
Aguiar EAB, Bellucio EK, El Debs MK. Behaviour of grouted dowels used in precast concrete connections [Internet]. Structural Concrete. 2012 ; 13( 2): 84-94.[citado 2024 out. 18 ] Available from: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract
Vancouver
Aguiar EAB, Bellucio EK, El Debs MK. Behaviour of grouted dowels used in precast concrete connections [Internet]. Structural Concrete. 2012 ; 13( 2): 84-94.[citado 2024 out. 18 ] Available from: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract
Artigo de periodico
Design model for socket base connections adjusted from experimental results (2007)
Canha, Rejane Martins Fernandes; El Debs, Ana Lúcia Homce de Cresce; El Debs, Mounir Khalil
Source: Structural Concrete. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CANHA, Rejane Martins Fernandes e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Design model for socket base connections adjusted from experimental results. Structural Concrete, v. 8, n. 1, p. 3-10, 2007Tradução . . Disponível em: https://doi.org/10.1680/stco.2007.8.1.3. Acesso em: 18 out. 2024.
APA
Canha, R. M. F., El Debs, A. L. H. de C., & El Debs, M. K. (2007). Design model for socket base connections adjusted from experimental results. Structural Concrete, 8( 1), 3-10. doi:10.1680/stco.2007.8.1.3
NLM
Canha RMF, El Debs ALH de C, El Debs MK. Design model for socket base connections adjusted from experimental results [Internet]. Structural Concrete. 2007 ; 8( 1): 3-10.[citado 2024 out. 18 ] Available from: https://doi.org/10.1680/stco.2007.8.1.3
Vancouver
Canha RMF, El Debs ALH de C, El Debs MK. Design model for socket base connections adjusted from experimental results [Internet]. Structural Concrete. 2007 ; 8( 1): 3-10.[citado 2024 out. 18 ] Available from: https://doi.org/10.1680/stco.2007.8.1.3
Artigo de periodico
Development of material to be used for bearing pad in precast concrete connections (2003)
El Debs, Mounir Khalil; Barboza, Aline da Silva Ramos; Miotto, Anamaria Malachini
Source: Structural Concrete. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, LIGAÇÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
EL DEBS, Mounir Khalil e BARBOZA, Aline da Silva Ramos e MIOTTO, Anamaria Malachini. Development of material to be used for bearing pad in precast concrete connections. Structural Concrete, v. 4, n. 4, p. 185-193, 2003Tradução . . Disponível em: https://doi.org/10.1680/stco.4.4.185.37635. Acesso em: 18 out. 2024.
APA
El Debs, M. K., Barboza, A. da S. R., & Miotto, A. M. (2003). Development of material to be used for bearing pad in precast concrete connections. Structural Concrete, 4( 4), 185-193. doi:10.1680/stco.4.4.185.37635
NLM
El Debs MK, Barboza A da SR, Miotto AM. Development of material to be used for bearing pad in precast concrete connections [Internet]. Structural Concrete. 2003 ; 4( 4): 185-193.[citado 2024 out. 18 ] Available from: https://doi.org/10.1680/stco.4.4.185.37635
Vancouver
El Debs MK, Barboza A da SR, Miotto AM. Development of material to be used for bearing pad in precast concrete connections [Internet]. Structural Concrete. 2003 ; 4( 4): 185-193.[citado 2024 out. 18 ] Available from: https://doi.org/10.1680/stco.4.4.185.37635

USP Schools

ReP

Filtros

Authors

Subjects

Indexado em

Non normalized affiliation