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Artigo de periodico
Flexural design of concrete beams reinforced with FRP rebars (2023)
Barbosa, Felipe Augusto da Silva ; Bittencourt, Túlio Nogueira ; Boriolo, Gustavo Rodovalho; André, Fellipe Rodrigues ; Futai, Marcos Massao
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EP
Subjects: CONCRETO REFORÇADO COM FIBRAS, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, VIGAS DE REFORÇO
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ABNT
BARBOSA, Felipe Augusto da Silva et al. Flexural design of concrete beams reinforced with FRP rebars. Revista IBRACON de Estruturas e Materiais, v. 16, n. 4, p. 20 , 2023Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952023000400003. Acesso em: 15 jun. 2024.
APA
Barbosa, F. A. da S., Bittencourt, T. N., Boriolo, G. R., André, F. R., & Futai, M. M. (2023). Flexural design of concrete beams reinforced with FRP rebars. Revista IBRACON de Estruturas e Materiais, 16( 4), 20 . doi:10.1590/S1983-41952023000400003
NLM
Barbosa FA da S, Bittencourt TN, Boriolo GR, André FR, Futai MM. Flexural design of concrete beams reinforced with FRP rebars [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 4): 20 .[citado 2024 jun. 15 ] Available from: https://doi.org/10.1590/S1983-41952023000400003
Vancouver
Barbosa FA da S, Bittencourt TN, Boriolo GR, André FR, Futai MM. Flexural design of concrete beams reinforced with FRP rebars [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 4): 20 .[citado 2024 jun. 15 ] Available from: https://doi.org/10.1590/S1983-41952023000400003
Parte de monografia/livro
Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge (2023)
Ames, Isabela; Bittencourt, Túlio Nogueira ; Futai, Marcos Massao ; Beck, André Teófilo ; Souza, E. F.
Source: Life-Cycle of Structures and Infrastructure Systems. Conference titles: International Symposium on Life-Cycle Civil Engineering - IALCCE. Unidades: EESC, EP
Subjects: ESTRUTURAS, FERROVIAS, ESTRUTURAS
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ABNT
AMES, Isabela et al. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. Life-Cycle of Structures and Infrastructure Systems. Tradução . London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. p. 368-275. Disponível em: http://dx.doi.org/10.1201/9781003323020-30. Acesso em: 15 jun. 2024.
APA
Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Souza, E. F. (2023). Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. In Life-Cycle of Structures and Infrastructure Systems (p. 368-275). London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003323020-30
NLM
Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 jun. 15 ] Available from: http://dx.doi.org/10.1201/9781003323020-30
Vancouver
Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 jun. 15 ] Available from: http://dx.doi.org/10.1201/9781003323020-30
Artigo de periodico
Reliability-based design optimization of a concrete dam (2022)
Torrico Siacara, Adrian ; Pellizzer, Giovanni Pais; Beck, André Teófilo ; Futai, Marcos Massao
Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP
Subjects: ESTRUTURAS DE CONCRETO, BARRAGENS, ESTRUTURAS, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian et al. Reliability-based design optimization of a concrete dam. Revista IBRACON de Estruturas e Materiais, v. 15, n. 5, p. 1-20, 2022Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952022000500001. Acesso em: 15 jun. 2024.
APA
Torrico Siacara, A., Pellizzer, G. P., Beck, A. T., & Futai, M. M. (2022). Reliability-based design optimization of a concrete dam. Revista IBRACON de Estruturas e Materiais, 15( 5), 1-20. doi:10.1590/S1983-41952022000500001
NLM
Torrico Siacara A, Pellizzer GP, Beck AT, Futai MM. Reliability-based design optimization of a concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2022 ; 15( 5): 1-20.[citado 2024 jun. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952022000500001
Vancouver
Torrico Siacara A, Pellizzer GP, Beck AT, Futai MM. Reliability-based design optimization of a concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2022 ; 15( 5): 1-20.[citado 2024 jun. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952022000500001
Artigo de periodico
Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls (2022)
Nunes, Gabriel Bellina ; Portelinha, Fernando Henrique Martins ; Futai, Marcos Massao ; Yoo, Chungsik
Source: Geotextiles and Geomembranes. Unidade: EP
Subjects: GEOSSINTÉTICOS, SOLO NÃO SATURADO, ESTABILIZAÇÃO DOS SOLOS
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ABNT
NUNES, Gabriel Bellina et al. Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls. Geotextiles and Geomembranes, v. 50, n. 4, p. 807-824, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.geotexmem.2022.04.004. Acesso em: 15 jun. 2024.
APA
Nunes, G. B., Portelinha, F. H. M., Futai, M. M., & Yoo, C. (2022). Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls. Geotextiles and Geomembranes, 50( 4), 807-824. doi:10.1016/j.geotexmem.2022.04.004
NLM
Nunes GB, Portelinha FHM, Futai MM, Yoo C. Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls [Internet]. Geotextiles and Geomembranes. 2022 ; 50( 4): 807-824.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.geotexmem.2022.04.004
Vancouver
Nunes GB, Portelinha FHM, Futai MM, Yoo C. Numerical study of the impact of climate conditions on stability of geocomposite and geogrid reinforced soil walls [Internet]. Geotextiles and Geomembranes. 2022 ; 50( 4): 807-824.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.geotexmem.2022.04.004
Artigo de periodico
Strength variability and its relationship with microstructure of coarse granite aggregates (2022)
Bastos, Amanda Almeida ; Silva, Natalia Vieira da; Monticelli, João Paulo ; Futai, Marcos Massao ; Tavares, Luís Marcelo Marques; Angulo, Sérgio Cirelli
Source: ACI Materials Journal. Unidades: EP, EESC
Subjects: AGREGADOS, RESISTÊNCIA DE ROCHAS, GRANITO
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ABNT
BASTOS, Amanda Almeida et al. Strength variability and its relationship with microstructure of coarse granite aggregates. ACI Materials Journal, v. 119, n. 4, p. 63-73, 2022Tradução . . Disponível em: https://doi.org/10.14359/51734686. Acesso em: 15 jun. 2024.
APA
Bastos, A. A., Silva, N. V. da, Monticelli, J. P., Futai, M. M., Tavares, L. M. M., & Angulo, S. C. (2022). Strength variability and its relationship with microstructure of coarse granite aggregates. ACI Materials Journal, 119( 4), 63-73. doi:10.14359/51734686
NLM
Bastos AA, Silva NV da, Monticelli JP, Futai MM, Tavares LMM, Angulo SC. Strength variability and its relationship with microstructure of coarse granite aggregates [Internet]. ACI Materials Journal. 2022 ; 119( 4): 63-73.[citado 2024 jun. 15 ] Available from: https://doi.org/10.14359/51734686
Vancouver
Bastos AA, Silva NV da, Monticelli JP, Futai MM, Tavares LMM, Angulo SC. Strength variability and its relationship with microstructure of coarse granite aggregates [Internet]. ACI Materials Journal. 2022 ; 119( 4): 63-73.[citado 2024 jun. 15 ] Available from: https://doi.org/10.14359/51734686
Artigo de periodico
Reliability analysis of earth dams using direct coupling (2020)
Torrico Siacara, Adrian ; Napa García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao
Source: Journal of Rock Mechanics and Geotechnical Engineering. Unidades: EESC, EP
Subjects: BARRAGENS DE TERRA, ANÁLISE DE RISCO, REABILITAÇÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TORRICO SIACARA, Adrian et al. Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, v. 12, n. 2, p. 366-380, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.jrmge.2019.07.012. Acesso em: 15 jun. 2024.
APA
Torrico Siacara, A., Napa García, G. F., Beck, A. T., & Futai, M. M. (2020). Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, 12( 2), 366-380. doi:10.1016/j.jrmge.2019.07.012
NLM
Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.jrmge.2019.07.012
Vancouver
Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.jrmge.2019.07.012
Artigo de periodico
Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing (2019)
Rasmussen, Leandro Lima; Cacciari, Pedro Pazzoto ; Futai, Marcos Massao ; Farias, Márcio Muniz de ; Assis, André Pacheco de
Source: Tunnelling and Underground Space Technology. Unidade: EP
Subjects: DESMONTE DE ROCHAS, ESTABILIDADE ESTRUTURAL, TERCEIRA DIMENSÃO, MÉTODO DE MONTE CARLO, COMPUTAÇÃO EM NUVEM
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ABNT
RASMUSSEN, Leandro Lima et al. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, v. 85, p. 282-293, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.12.022. Acesso em: 15 jun. 2024.
APA
Rasmussen, L. L., Cacciari, P. P., Futai, M. M., Farias, M. M. de, & Assis, A. P. de. (2019). Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, 85, 282-293. doi:10.1016/j.tust.2018.12.022
NLM
Rasmussen LL, Cacciari PP, Futai MM, Farias MM de, Assis AP de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing [Internet]. Tunnelling and Underground Space Technology. 2019 ; 85 282-293.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.tust.2018.12.022
Vancouver
Rasmussen LL, Cacciari PP, Futai MM, Farias MM de, Assis AP de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing [Internet]. Tunnelling and Underground Space Technology. 2019 ; 85 282-293.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.tust.2018.12.022
Artigo de periodico
Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles (2019)
Albino, Uilian da Rocha ; Portelinha, Fernando Henrique Martins ; Zornberg, Jorge Gabriel ; Futai, Marcos Massao
Source: Computers and Geotechnics. Unidade: EP
Subjects: COMPRESSIBILIDADE DOS SOLOS, ÁGUA, INFILTRAÇÃO SUPERFICIAL, GEOTÊXTEIS
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ABNT
ALBINO, Uilian da Rocha et al. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles. Computers and Geotechnics, v. 108, p. 27-39, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.compgeo.2018.12.006. Acesso em: 15 jun. 2024.
APA
Albino, U. da R., Portelinha, F. H. M., Zornberg, J. G., & Futai, M. M. (2019). Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles. Computers and Geotechnics, 108, 27-39. doi:10.1016/j.compgeo.2018.12.006
NLM
Albino U da R, Portelinha FHM, Zornberg JG, Futai MM. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles [Internet]. Computers and Geotechnics. 2019 ; 108 27-39.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.compgeo.2018.12.006
Vancouver
Albino U da R, Portelinha FHM, Zornberg JG, Futai MM. Numerical simulation of infiltration into the fill of a wall reinforced with nonwoven geotextiles [Internet]. Computers and Geotechnics. 2019 ; 108 27-39.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1016/j.compgeo.2018.12.006
Trabalho de evento-anais periodico
Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls (2018)
Plácido, Rafael Ribeiro; Portelinha, Fernando Henrique Martins ; Futai, Marcos Massao
Source: Geosynthetics International. Conference titles: Conferência Panamericana de Geossintéticos - GeoAmericas. Unidade: EP
Subjects: GEOSSINTÉTICOS, SOLO TROPICAL, MUROS, FLUÊNCIA
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ABNT
PLÁCIDO, Rafael Ribeiro e PORTELINHA, Fernando Henrique Martins e FUTAI, Marcos Massao. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls. Geosynthetics International. London, UK: Escola Politécnica, Universidade de São Paulo. Disponível em: https://doi.org/10.1680/jgein.18.00003. Acesso em: 15 jun. 2024. , 2018
APA
Plácido, R. R., Portelinha, F. H. M., & Futai, M. M. (2018). Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls. Geosynthetics International. London, UK: Escola Politécnica, Universidade de São Paulo. doi:10.1680/jgein.18.00003
NLM
Plácido RR, Portelinha FHM, Futai MM. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls [Internet]. Geosynthetics International. 2018 ; 25( 2): 215-229.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1680/jgein.18.00003
Vancouver
Plácido RR, Portelinha FHM, Futai MM. Field and laboratory time-dependent behaviors of geotextiles in reinforced soil walls [Internet]. Geosynthetics International. 2018 ; 25( 2): 215-229.[citado 2024 jun. 15 ] Available from: https://doi.org/10.1680/jgein.18.00003
Artigo de periodico
Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils (2015)
Futai, Marcos Massao ; Lacerda, Willy Alvarenga; Martins, Adriana Paiva de Souza
Source: Soils and Rocks. Unidade: EP
Subjects: SOLO RESIDUAL, SOLO TROPICAL, SOLO LATERÍTICO, ESTABILIZAÇÃO DOS SOLOS
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ABNT
FUTAI, Marcos Massao e LACERDA, Willy Alvarenga e MARTINS, Adriana Paiva de Souza. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils. Soils and Rocks, v. 38, n. Ja/Apr. 2015, p. 9-25, 2015Tradução . . Disponível em: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf. Acesso em: 15 jun. 2024.
APA
Futai, M. M., Lacerda, W. A., & Martins, A. P. de S. (2015). Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils. Soils and Rocks, 38( Ja/Apr. 2015), 9-25. Recuperado de http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
NLM
Futai MM, Lacerda WA, Martins AP de S. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils [Internet]. Soils and Rocks. 2015 ; 38( Ja/Apr. 2015): 9-25.[citado 2024 jun. 15 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf
Vancouver
Futai MM, Lacerda WA, Martins AP de S. Influence of physicochemical interactions on the mechanical behavior of tropical residual gneiss soils [Internet]. Soils and Rocks. 2015 ; 38( Ja/Apr. 2015): 9-25.[citado 2024 jun. 15 ] Available from: http://www.soilsandrocks.com.br/soils-androcks/SR38-1_009-025.pdf

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