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Artigo de periodico
Main trends on the simulation of the drying of refractory castables: review (2021)
Moreira, Murilo Henrique ; Dal Pont, Stefano ; Ausas, Roberto Federico ; Luz, A. P; Cunha, Thiago Mattar ; Parr, C; Pandolfelli, Victor Carlos
Source: Ceramics International. Unidade: ICMC
Subjects: REFRATÁRIOS, CONCRETO, SECAGEM, SIMULAÇÃO, MINERAÇÃO DE DADOS
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ABNT
MOREIRA, Murilo Henrique et al. Main trends on the simulation of the drying of refractory castables: review. Ceramics International, v. 47, n. 20, p. 28086-28105, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ceramint.2021.07.015. Acesso em: 12 out. 2024.
APA
Moreira, M. H., Dal Pont, S., Ausas, R. F., Luz, A. P., Cunha, T. M., Parr, C., & Pandolfelli, V. C. (2021). Main trends on the simulation of the drying of refractory castables: review. Ceramics International, 47( 20), 28086-28105. doi:10.1016/j.ceramint.2021.07.015
NLM
Moreira MH, Dal Pont S, Ausas RF, Luz AP, Cunha TM, Parr C, Pandolfelli VC. Main trends on the simulation of the drying of refractory castables: review [Internet]. Ceramics International. 2021 ; 47( 20): 28086-28105.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.ceramint.2021.07.015
Vancouver
Moreira MH, Dal Pont S, Ausas RF, Luz AP, Cunha TM, Parr C, Pandolfelli VC. Main trends on the simulation of the drying of refractory castables: review [Internet]. Ceramics International. 2021 ; 47( 20): 28086-28105.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.ceramint.2021.07.015
Artigo de periodico
Towards a single-phase mixed formulation of refractory castables and structural concrete at high temperatures (2021)
Moreira, M. H; Ausas, Roberto Federico ; Dal Pont, Stefano ; Pelissari, Pedro Ivo ; Luz, A. P; Pandolfelli, Victor Carlos
Source: International Journal of Heat and Mass Transfer. Unidade: ICMC
Subjects: MATERIAIS POROSOS, ALTA TEMPERATURA, CONCRETO
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ABNT
MOREIRA, M. H et al. Towards a single-phase mixed formulation of refractory castables and structural concrete at high temperatures. International Journal of Heat and Mass Transfer, v. 171, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ijheatmasstransfer.2021.121064. Acesso em: 12 out. 2024.
APA
Moreira, M. H., Ausas, R. F., Dal Pont, S., Pelissari, P. I., Luz, A. P., & Pandolfelli, V. C. (2021). Towards a single-phase mixed formulation of refractory castables and structural concrete at high temperatures. International Journal of Heat and Mass Transfer, 171, 1-19. doi:10.1016/j.ijheatmasstransfer.2021.121064
NLM
Moreira MH, Ausas RF, Dal Pont S, Pelissari PI, Luz AP, Pandolfelli VC. Towards a single-phase mixed formulation of refractory castables and structural concrete at high temperatures [Internet]. International Journal of Heat and Mass Transfer. 2021 ; 171 1-19.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.ijheatmasstransfer.2021.121064
Vancouver
Moreira MH, Ausas RF, Dal Pont S, Pelissari PI, Luz AP, Pandolfelli VC. Towards a single-phase mixed formulation of refractory castables and structural concrete at high temperatures [Internet]. International Journal of Heat and Mass Transfer. 2021 ; 171 1-19.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.ijheatmasstransfer.2021.121064
Artigo de periodico
Evaluation of the fresh and hardened state properties of low cement content systems (2020)
De Grazia, Mayra Tagliaferri ; Sanchez, Leandro Francisco Moretti; Romano, Roberto Cesar de Oliveira ; Pileggi, Rafael Giuliano
Source: Magazine of Concrete Research. Unidade: EP
Subjects: CIMENTO PORTLAND, CONCRETO, GASES, DIÓXIDO DE CARBONO
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ABNT
DE GRAZIA, Mayra Tagliaferri et al. Evaluation of the fresh and hardened state properties of low cement content systems. Magazine of Concrete Research, v. 72, n. 5, p. 232-245, 2020Tradução . . Disponível em: https://doi.org/10.1680/jmacr.18.00271. Acesso em: 12 out. 2024.
APA
De Grazia, M. T., Sanchez, L. F. M., Romano, R. C. de O., & Pileggi, R. G. (2020). Evaluation of the fresh and hardened state properties of low cement content systems. Magazine of Concrete Research, 72( 5), 232-245. doi:10.1680/jmacr.18.00271
NLM
De Grazia MT, Sanchez LFM, Romano RC de O, Pileggi RG. Evaluation of the fresh and hardened state properties of low cement content systems [Internet]. Magazine of Concrete Research. 2020 ; 72( 5): 232-245.[citado 2024 out. 12 ] Available from: https://doi.org/10.1680/jmacr.18.00271
Vancouver
De Grazia MT, Sanchez LFM, Romano RC de O, Pileggi RG. Evaluation of the fresh and hardened state properties of low cement content systems [Internet]. Magazine of Concrete Research. 2020 ; 72( 5): 232-245.[citado 2024 out. 12 ] Available from: https://doi.org/10.1680/jmacr.18.00271
Artigo de periodico
Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads (2018)
Krahl, Pablo Augusto; Carrazedo, Ricardo; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: VIGAS, CONCRETO, MÉTODO DE MONTE CARLO, ESTRUTURAS
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ABNT
KRAHL, Pablo Augusto e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads. Engineering Structures, v. No 2018, p. 154-164, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.07.041. Acesso em: 12 out. 2024.
APA
Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2018). Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads. Engineering Structures, No 2018, 154-164. doi:10.1016/j.engstruct.2018.07.041
NLM
Krahl PA, Carrazedo R, El Debs MK. Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads [Internet]. Engineering Structures. 2018 ; No 2018 154-164.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2018.07.041
Vancouver
Krahl PA, Carrazedo R, El Debs MK. Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads [Internet]. Engineering Structures. 2018 ; No 2018 154-164.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2018.07.041
Trabalho de evento
Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks (2016)
Ramalho, Marcio Antonio; Taliercio, Alberto
Source: Proceedings. Conference titles: International Brick and Block Masonry Conference - IB2MAC. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CONCRETO, FIBRAS VEGETAIS
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ABNT
RAMALHO, Marcio Antonio e TALIERCIO, Alberto. Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks. 2016, Anais.. London, UK: Taylor & Francis, 2016. Disponível em: http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf. Acesso em: 12 out. 2024.
APA
Ramalho, M. A., & Taliercio, A. (2016). Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks. In Proceedings. London, UK: Taylor & Francis. Recuperado de http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf
NLM
Ramalho MA, Taliercio A. Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks [Internet]. Proceedings. 2016 ;[citado 2024 out. 12 ] Available from: http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf
Vancouver
Ramalho MA, Taliercio A. Modelling the mechanical behaviour of vegetable fiber reinforced concrete blocks [Internet]. Proceedings. 2016 ;[citado 2024 out. 12 ] Available from: http://www.hms.civil.uminho.pt/ibmac/2016/37.pdf
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
Source: Proceedings. Conference titles: International Conference on Structures and Architecture. Unidade: EESC
Subjects: 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: 12 out. 2024.
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 2024 out. 12 ]
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 2024 out. 12 ]
Trabalho de evento
Effect and durability of sisal fibers in concrete blocks (2016)
Soto Izquierdo, Indara; Ramalho, Marcio Antonio
Source: Proceedings. Conference titles: International Brick and Block Masonry Conference - IB2MAC. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, SISAL, CONCRETO, CIMENTO PORTLAND
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ABNT
SOTO IZQUIERDO, Indara e RAMALHO, Marcio Antonio. Effect and durability of sisal fibers in concrete blocks. 2016, Anais.. London, UK: Taylor & Francis, 2016. Disponível em: http://www.hms.civil.uminho.pt/ibmac/2016/119.pdf. Acesso em: 12 out. 2024.
APA
Soto Izquierdo, I., & Ramalho, M. A. (2016). Effect and durability of sisal fibers in concrete blocks. In Proceedings. London, UK: Taylor & Francis. Recuperado de http://www.hms.civil.uminho.pt/ibmac/2016/119.pdf
NLM
Soto Izquierdo I, Ramalho MA. Effect and durability of sisal fibers in concrete blocks [Internet]. Proceedings. 2016 ;[citado 2024 out. 12 ] Available from: http://www.hms.civil.uminho.pt/ibmac/2016/119.pdf
Vancouver
Soto Izquierdo I, Ramalho MA. Effect and durability of sisal fibers in concrete blocks [Internet]. Proceedings. 2016 ;[citado 2024 out. 12 ] Available from: http://www.hms.civil.uminho.pt/ibmac/2016/119.pdf
Artigo de periodico
Characterization of residual sand removed from the grit chambers of a wastewater treatment plant and its use as fine aggregate in the preparation of non-structural concrete (2015)
Borges, Nayara Batista; Campos, José Roberto; Mazariegos Pablos, Javier
Source: Water Practice & Technology. Unidades: EESC, IAU
Subjects: AGREGADOS, AREIA (REAPROVEITAMENTO), CONCRETO, RESÍDUOS
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ABNT
BORGES, Nayara Batista e CAMPOS, José Roberto e MAZARIEGOS PABLOS, Javier. Characterization of residual sand removed from the grit chambers of a wastewater treatment plant and its use as fine aggregate in the preparation of non-structural concrete. Water Practice & Technology, v. 10, n. 1, p. 164-171, 2015Tradução . . Disponível em: https://doi.org/10.2166/wpt.2015.018. Acesso em: 12 out. 2024.
APA
Borges, N. B., Campos, J. R., & Mazariegos Pablos, J. (2015). Characterization of residual sand removed from the grit chambers of a wastewater treatment plant and its use as fine aggregate in the preparation of non-structural concrete. Water Practice & Technology, 10( 1), 164-171. doi:10.2166/wpt.2015.018
NLM
Borges NB, Campos JR, Mazariegos Pablos J. Characterization of residual sand removed from the grit chambers of a wastewater treatment plant and its use as fine aggregate in the preparation of non-structural concrete [Internet]. Water Practice & Technology. 2015 ; 10( 1): 164-171.[citado 2024 out. 12 ] Available from: https://doi.org/10.2166/wpt.2015.018
Vancouver
Borges NB, Campos JR, Mazariegos Pablos J. Characterization of residual sand removed from the grit chambers of a wastewater treatment plant and its use as fine aggregate in the preparation of non-structural concrete [Internet]. Water Practice & Technology. 2015 ; 10( 1): 164-171.[citado 2024 out. 12 ] Available from: https://doi.org/10.2166/wpt.2015.018
Artigo de periodico
'AL IND.2''O IND.3'-'AL'('OH)IND.3'-based castable porous structures (2015)
Souza, Adriane Damasceno Vieira de; Sousa, Lucíola Lucena de; Fernandes, Leandro; Cardoso, Pedro Henrique Lopes; Salomão, Rafael
Source: Journal of the European Ceramic Society. Unidade: EESC
Subjects: CONCRETO, SINTERIZAÇÃO, CERÂMICA
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ABNT
SOUZA, Adriane Damasceno Vieira de et al. 'AL IND.2''O IND.3'-'AL'('OH)IND.3'-based castable porous structures. Journal of the European Ceramic Society, v. 35, n. 6, p. 1943-1954, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.jeurceramsoc.2015.01.003. Acesso em: 12 out. 2024.
APA
Souza, A. D. V. de, Sousa, L. L. de, Fernandes, L., Cardoso, P. H. L., & Salomão, R. (2015). 'AL IND.2''O IND.3'-'AL'('OH)IND.3'-based castable porous structures. Journal of the European Ceramic Society, 35( 6), 1943-1954. doi:10.1016/j.jeurceramsoc.2015.01.003
NLM
Souza ADV de, Sousa LL de, Fernandes L, Cardoso PHL, Salomão R. 'AL IND.2''O IND.3'-'AL'('OH)IND.3'-based castable porous structures [Internet]. Journal of the European Ceramic Society. 2015 ; 35( 6): 1943-1954.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.jeurceramsoc.2015.01.003
Vancouver
Souza ADV de, Sousa LL de, Fernandes L, Cardoso PHL, Salomão R. 'AL IND.2''O IND.3'-'AL'('OH)IND.3'-based castable porous structures [Internet]. Journal of the European Ceramic Society. 2015 ; 35( 6): 1943-1954.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.jeurceramsoc.2015.01.003
Artigo de periodico
Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer (2015)
Miotto, José Luiz; Dias, Antonio Alves
Source: Composite Structures. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA COLADA, CONCRETO
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ABNT
MIOTTO, José Luiz e DIAS, Antonio Alves. Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer. Composite Structures, v. 128, p. 145-154, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2015.03.054. Acesso em: 12 out. 2024.
APA
Miotto, J. L., & Dias, A. A. (2015). Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer. Composite Structures, 128, 145-154. doi:10.1016/j.compstruct.2015.03.054
NLM
Miotto JL, Dias AA. Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer [Internet]. Composite Structures. 2015 ; 128 145-154.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.compstruct.2015.03.054
Vancouver
Miotto JL, Dias AA. Structural efficiency of full-scale timber-concrete composite beams strengthened with fiberglass reinforced polymer [Internet]. Composite Structures. 2015 ; 128 145-154.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.compstruct.2015.03.054
Artigo de periodico
João Vilanova Artigas and the meanings of concrete in Brazil (2015)
Contier, Felipe; Anelli, Renato Luiz Sobral
Source: The Journal of Architecture. Unidade: IAU
Subjects: ARQUITETURA MODERNA, CONCRETO
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ABNT
CONTIER, Felipe e ANELLI, Renato Luiz Sobral. João Vilanova Artigas and the meanings of concrete in Brazil. The Journal of Architecture, v. 20, n. ju 2015, p. 445-473, 2015Tradução . . Disponível em: https://doi.org/10.1080/13602365.2015.1048698. Acesso em: 12 out. 2024.
APA
Contier, F., & Anelli, R. L. S. (2015). João Vilanova Artigas and the meanings of concrete in Brazil. The Journal of Architecture, 20( ju 2015), 445-473. doi:10.1080/13602365.2015.1048698
NLM
Contier F, Anelli RLS. João Vilanova Artigas and the meanings of concrete in Brazil [Internet]. The Journal of Architecture. 2015 ; 20( ju 2015): 445-473.[citado 2024 out. 12 ] Available from: https://doi.org/10.1080/13602365.2015.1048698
Vancouver
Contier F, Anelli RLS. João Vilanova Artigas and the meanings of concrete in Brazil [Internet]. The Journal of Architecture. 2015 ; 20( ju 2015): 445-473.[citado 2024 out. 12 ] Available from: https://doi.org/10.1080/13602365.2015.1048698
Artigo de periodico
Simplified modeling of cracking in concrete: application in tunnel linings (2014)
Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini; Flórez-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO, TÚNEIS
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ABNT
AMORIM, David Leonardo Nascimento de Figueiredo e PROENÇA, Sérgio Persival Baroncini e FLÓREZ-LÓPEZ, Julio. Simplified modeling of cracking in concrete: application in tunnel linings. Engineering Structures, v. 70, p. 23-35, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2014.03.031. Acesso em: 12 out. 2024.
APA
Amorim, D. L. N. de F., Proença, S. P. B., & Flórez-López, J. (2014). Simplified modeling of cracking in concrete: application in tunnel linings. Engineering Structures, 70, 23-35. doi:10.1016/j.engstruct.2014.03.031
NLM
Amorim DLN de F, Proença SPB, Flórez-López J. Simplified modeling of cracking in concrete: application in tunnel linings [Internet]. Engineering Structures. 2014 ; 70 23-35.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2014.03.031
Vancouver
Amorim DLN de F, Proença SPB, Flórez-López J. Simplified modeling of cracking in concrete: application in tunnel linings [Internet]. Engineering Structures. 2014 ; 70 23-35.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2014.03.031
Artigo de periodico
Three-dimensional cohesive zone model for fracture of cementitious materials based on the thermodynamics of irreversible processes (2013)
Evangelista Junior, Francisco; Roesler, Jeffery R.; Proença, Sérgio Persival Baroncini
Source: Engineering Fracture Mechanics. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, CONCRETO
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ABNT
EVANGELISTA JUNIOR, Francisco e ROESLER, Jeffery R. e PROENÇA, Sérgio Persival Baroncini. Three-dimensional cohesive zone model for fracture of cementitious materials based on the thermodynamics of irreversible processes. Engineering Fracture Mechanics, v. 97, n. Ja 2013, p. 261-280, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2012.10.023. Acesso em: 12 out. 2024.
APA
Evangelista Junior, F., Roesler, J. R., & Proença, S. P. B. (2013). Three-dimensional cohesive zone model for fracture of cementitious materials based on the thermodynamics of irreversible processes. Engineering Fracture Mechanics, 97( Ja 2013), 261-280. doi:10.1016/j.engfracmech.2012.10.023
NLM
Evangelista Junior F, Roesler JR, Proença SPB. Three-dimensional cohesive zone model for fracture of cementitious materials based on the thermodynamics of irreversible processes [Internet]. Engineering Fracture Mechanics. 2013 ; 97( Ja 2013): 261-280.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engfracmech.2012.10.023
Vancouver
Evangelista Junior F, Roesler JR, Proença SPB. Three-dimensional cohesive zone model for fracture of cementitious materials based on the thermodynamics of irreversible processes [Internet]. Engineering Fracture Mechanics. 2013 ; 97( Ja 2013): 261-280.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engfracmech.2012.10.023
Artigo de periodico
Plasticity based stress-strain model for concrete confinement (2013)
Carrazedo, Ricardo; Mirmiran, Amir; Hanai, João Bento de
Source: Engineering Structures. Unidade: EESC
Subjects: PLASTICIDADE DAS ESTRUTURAS, CONCRETO, TENSÃO ESTRUTURAL, DEFORMAÇÃO ESTRUTURAL
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ABNT
CARRAZEDO, Ricardo e MIRMIRAN, Amir e HANAI, João Bento de. Plasticity based stress-strain model for concrete confinement. Engineering Structures, v. 48, p. 645-657, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2012.12.014. Acesso em: 12 out. 2024.
APA
Carrazedo, R., Mirmiran, A., & Hanai, J. B. de. (2013). Plasticity based stress-strain model for concrete confinement. Engineering Structures, 48, 645-657. doi:10.1016/j.engstruct.2012.12.014
NLM
Carrazedo R, Mirmiran A, Hanai JB de. Plasticity based stress-strain model for concrete confinement [Internet]. Engineering Structures. 2013 ; 48 645-657.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2012.12.014
Vancouver
Carrazedo R, Mirmiran A, Hanai JB de. Plasticity based stress-strain model for concrete confinement [Internet]. Engineering Structures. 2013 ; 48 645-657.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2012.12.014
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
Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management. Unidade: EESC
Subjects: CONCRETO, CONEXÕES ESTRUTURAIS
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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: 12 out. 2024.
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 2024 out. 12 ]
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 2024 out. 12 ]
Trabalho de evento-resumo
A new strategy for mitigation of CO2 emissions by reducing the cement consumption of ordinary concretes (2010)
Damineli, Bruno Luís; Agopyan, Vahan ; John, Vanderley Moacyr
Source: Programme & Book of Abstracts. Conference titles: CIB World Building Congress Building a Better World. Unidade: EP
Subjects: CONCRETO, CIMENTO, AQUECIMENTO GLOBAL, SUSTENTABILIDADE
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ABNT
DAMINELI, Bruno Luís e AGOPYAN, Vahan e JOHN, Vanderley Moacyr. A new strategy for mitigation of CO2 emissions by reducing the cement consumption of ordinary concretes. 2010, Anais.. Salford: Cib, 2010. Disponível em: https://repositorio.usp.br/directbitstream/0373ecb7-c305-4efc-bd8f-325f6cd985cd/Vahan_2010_a%20new%20strategy%20for%20mitigation.pdf. Acesso em: 12 out. 2024.
APA
Damineli, B. L., Agopyan, V., & John, V. M. (2010). A new strategy for mitigation of CO2 emissions by reducing the cement consumption of ordinary concretes. In Programme & Book of Abstracts. Salford: Cib. Recuperado de https://repositorio.usp.br/directbitstream/0373ecb7-c305-4efc-bd8f-325f6cd985cd/Vahan_2010_a%20new%20strategy%20for%20mitigation.pdf
NLM
Damineli BL, Agopyan V, John VM. A new strategy for mitigation of CO2 emissions by reducing the cement consumption of ordinary concretes [Internet]. Programme & Book of Abstracts. 2010 ;[citado 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/0373ecb7-c305-4efc-bd8f-325f6cd985cd/Vahan_2010_a%20new%20strategy%20for%20mitigation.pdf
Vancouver
Damineli BL, Agopyan V, John VM. A new strategy for mitigation of CO2 emissions by reducing the cement consumption of ordinary concretes [Internet]. Programme & Book of Abstracts. 2010 ;[citado 2024 out. 12 ] Available from: https://repositorio.usp.br/directbitstream/0373ecb7-c305-4efc-bd8f-325f6cd985cd/Vahan_2010_a%20new%20strategy%20for%20mitigation.pdf
Artigo de periodico
Reliability-based evaluation of design code provisions for circular concrete-filled steel columns (2009)
Beck, André Teófilo; Oliveira, Walter Luiz Andrade de; De Nardin, Silvana; El Debs, Ana Lucia Homce de Cresce
Source: Engineering Structures. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, MATERIAIS COMPÓSITOS, AÇO, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo et al. Reliability-based evaluation of design code provisions for circular concrete-filled steel columns. Engineering Structures, v. 31, n. 10, p. 2299-2308, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2009.05.004. Acesso em: 12 out. 2024.
APA
Beck, A. T., Oliveira, W. L. A. de, De Nardin, S., & El Debs, A. L. H. de C. (2009). Reliability-based evaluation of design code provisions for circular concrete-filled steel columns. Engineering Structures, 31( 10), 2299-2308. doi:10.1016/j.engstruct.2009.05.004
NLM
Beck AT, Oliveira WLA de, De Nardin S, El Debs ALH de C. Reliability-based evaluation of design code provisions for circular concrete-filled steel columns [Internet]. Engineering Structures. 2009 ; 31( 10): 2299-2308.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004
Vancouver
Beck AT, Oliveira WLA de, De Nardin S, El Debs ALH de C. Reliability-based evaluation of design code provisions for circular concrete-filled steel columns [Internet]. Engineering Structures. 2009 ; 31( 10): 2299-2308.[citado 2024 out. 12 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004
Artigo de periodico
Log-concrete composite bridge decks in Brazil: requirements and applications (2009)
Miotto, José Luiz; Calil Junior, Carlito; Dias, Antonio Alves
Source: Structural Engineer. Unidade: EESC
Subjects: PONTES DE MADEIRA, CONCRETO, ESTUDO DE CASO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MIOTTO, José Luiz e CALIL JUNIOR, Carlito e DIAS, Antonio Alves. Log-concrete composite bridge decks in Brazil: requirements and applications. Structural Engineer, v. 87, n. Ja 2009, p. 24-32, 2009Tradução . . Disponível em: http://www.istructe.org/thestructuralengineer/Abstract.asp?PID=7969. Acesso em: 12 out. 2024.
APA
Miotto, J. L., Calil Junior, C., & Dias, A. A. (2009). Log-concrete composite bridge decks in Brazil: requirements and applications. Structural Engineer, 87( Ja 2009), 24-32. Recuperado de http://www.istructe.org/thestructuralengineer/Abstract.asp?PID=7969
NLM
Miotto JL, Calil Junior C, Dias AA. Log-concrete composite bridge decks in Brazil: requirements and applications [Internet]. Structural Engineer. 2009 ; 87( Ja 2009): 24-32.[citado 2024 out. 12 ] Available from: http://www.istructe.org/thestructuralengineer/Abstract.asp?PID=7969
Vancouver
Miotto JL, Calil Junior C, Dias AA. Log-concrete composite bridge decks in Brazil: requirements and applications [Internet]. Structural Engineer. 2009 ; 87( Ja 2009): 24-32.[citado 2024 out. 12 ] Available from: http://www.istructe.org/thestructuralengineer/Abstract.asp?PID=7969
Artigo de periodico
Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction (2008)
Carrazedo, Rogério ; Lacerda, L. A.
Source: The Journal of Strain Analysis for Engineering Design. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO, MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRAZEDO, Rogério e LACERDA, L. A. Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction. The Journal of Strain Analysis for Engineering Design, v. 43, n. 5, p. 325-335, 2008Tradução . . Disponível em: http://dx.doi.org/10.1243/03093247JSA359. Acesso em: 12 out. 2024.
APA
Carrazedo, R., & Lacerda, L. A. (2008). Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction. The Journal of Strain Analysis for Engineering Design, 43( 5), 325-335. doi:10.1243/03093247JSA359
NLM
Carrazedo R, Lacerda LA. Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction [Internet]. The Journal of Strain Analysis for Engineering Design. 2008 ; 43( 5): 325-335.[citado 2024 out. 12 ] Available from: http://dx.doi.org/10.1243/03093247JSA359
Vancouver
Carrazedo R, Lacerda LA. Parametric model for the analysis of concrete expansion due to alkali–aggregate reaction [Internet]. The Journal of Strain Analysis for Engineering Design. 2008 ; 43( 5): 325-335.[citado 2024 out. 12 ] Available from: http://dx.doi.org/10.1243/03093247JSA359
Artigo de periodico
Shotcrete in Brazil (2007)
Celestino, Tarcísio Barreto; Rocha, Hugo Cassio; Nunes, Nelson Lúcio
Source: Tunnels & Tunnelling International. Unidade: EESC
Subjects: TÚNEIS, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CELESTINO, Tarcísio Barreto e ROCHA, Hugo Cassio e NUNES, Nelson Lúcio. Shotcrete in Brazil. Tunnels & Tunnelling International, p. 35-37, 2007Tradução . . Acesso em: 12 out. 2024.
APA
Celestino, T. B., Rocha, H. C., & Nunes, N. L. (2007). Shotcrete in Brazil. Tunnels & Tunnelling International, 35-37.
NLM
Celestino TB, Rocha HC, Nunes NL. Shotcrete in Brazil. Tunnels & Tunnelling International. 2007 ; 35-37.[citado 2024 out. 12 ]
Vancouver
Celestino TB, Rocha HC, Nunes NL. Shotcrete in Brazil. Tunnels & Tunnelling International. 2007 ; 35-37.[citado 2024 out. 12 ]

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