ReP USP - Resultado da busca

Trabalho de evento
Efficient and accurate thermoporoelastic fracture simulation based on adaptive multimeshing (2022)
Poli, Renato Espirito Basso; Roseno, Karina Tamião de Campos ; Gioria, Rafael dos Santos ; Carrion, Ronaldo
Source: Proceedings. Conference titles: US Rock Mechanics/Geomechanics Symposium. Unidade: EP
Subjects: RESERVATÓRIOS DE PETRÓLEO, MECÂNICA DE ROCHAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
POLI, Renato Espirito Basso et al. Efficient and accurate thermoporoelastic fracture simulation based on adaptive multimeshing. 2022, Anais.. Santa Fé, NM: Escola Politécnica, Universidade de São Paulo, 2022. Disponível em: https://doi.org/10.56952/ARMA-2022-2359. Acesso em: 03 out. 2024.
APA
Poli, R. E. B., Roseno, K. T. de C., Gioria, R. dos S., & Carrion, R. (2022). Efficient and accurate thermoporoelastic fracture simulation based on adaptive multimeshing. In Proceedings. Santa Fé, NM: Escola Politécnica, Universidade de São Paulo. doi:10.56952/ARMA-2022-2359
NLM
Poli REB, Roseno KT de C, Gioria R dos S, Carrion R. Efficient and accurate thermoporoelastic fracture simulation based on adaptive multimeshing [Internet]. Proceedings. 2022 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.56952/ARMA-2022-2359
Vancouver
Poli REB, Roseno KT de C, Gioria R dos S, Carrion R. Efficient and accurate thermoporoelastic fracture simulation based on adaptive multimeshing [Internet]. Proceedings. 2022 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.56952/ARMA-2022-2359
Trabalho de evento-resumo
Transient response of linear bar structures interacting with three-dimensional soil profiles: coupling the bem with modal analysis (2022)
Ferraz, Amauri Coelho; Pacheco, Lucas Agatti; Mesquita, Euclides; Carrion, Ronaldo
Source: Proceedings. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EP
Assunto: MECÂNICA DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERRAZ, Amauri Coelho et al. Transient response of linear bar structures interacting with three-dimensional soil profiles: coupling the bem with modal analysis. 2022, Anais.. Campinas: Escola Politécnica, Universidade de São Paulo, 2022. Disponível em: https://doi.org/10.26678/ABCM.MECSOL2022.MSL22-0078. Acesso em: 03 out. 2024.
APA
Ferraz, A. C., Pacheco, L. A., Mesquita, E., & Carrion, R. (2022). Transient response of linear bar structures interacting with three-dimensional soil profiles: coupling the bem with modal analysis. In Proceedings. Campinas: Escola Politécnica, Universidade de São Paulo. doi:10.26678/ABCM.MECSOL2022.MSL22-0078
NLM
Ferraz AC, Pacheco LA, Mesquita E, Carrion R. Transient response of linear bar structures interacting with three-dimensional soil profiles: coupling the bem with modal analysis [Internet]. Proceedings. 2022 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.26678/ABCM.MECSOL2022.MSL22-0078
Vancouver
Ferraz AC, Pacheco LA, Mesquita E, Carrion R. Transient response of linear bar structures interacting with three-dimensional soil profiles: coupling the bem with modal analysis [Internet]. Proceedings. 2022 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.26678/ABCM.MECSOL2022.MSL22-0078
Trabalho de evento-anais periodico
Computational study using discrete element method for stress-strain response of geomaterials (2019)
Sanches, Luiz Carlos Facundo; Carrion, Ronaldo
Source: Proceedings. Conference titles: Ibero Latin American Congress on Computational Methods in Engineering CILAMCE. Unidade: EP
Assunto: GEOMECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANCHES, Luiz Carlos Facundo e CARRION, Ronaldo. Computational study using discrete element method for stress-strain response of geomaterials. Proceedings. Belo Horizonte: Escola Politécnica, Universidade de São Paulo. Disponível em: https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf. Acesso em: 03 out. 2024. , 2019
APA
Sanches, L. C. F., & Carrion, R. (2019). Computational study using discrete element method for stress-strain response of geomaterials. Proceedings. Belo Horizonte: Escola Politécnica, Universidade de São Paulo. Recuperado de https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf
NLM
Sanches LCF, Carrion R. Computational study using discrete element method for stress-strain response of geomaterials [Internet]. Proceedings. 2019 ;[citado 2024 out. 03 ] Available from: https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf
Vancouver
Sanches LCF, Carrion R. Computational study using discrete element method for stress-strain response of geomaterials [Internet]. Proceedings. 2019 ;[citado 2024 out. 03 ] Available from: https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf
Trabalho de evento
Active vibration control for Euler-Bernoulli cantilever beam (2011)
Carrion, Ronaldo ; Diniz, Ivando S.; Ferreira, Ricardo
Source: Proceedings. Conference titles: International Congress of Mechanical Engineering - COBEM. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIBRAÇÕES (CONTROLE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRION, Ronaldo e DINIZ, Ivando S. e FERREIRA, Ricardo. Active vibration control for Euler-Bernoulli cantilever beam. 2011, Anais.. Rio de Janeiro: ABCM, 2011. . Acesso em: 03 out. 2024.
APA
Carrion, R., Diniz, I. S., & Ferreira, R. (2011). Active vibration control for Euler-Bernoulli cantilever beam. In Proceedings. Rio de Janeiro: ABCM.
NLM
Carrion R, Diniz IS, Ferreira R. Active vibration control for Euler-Bernoulli cantilever beam. Proceedings. 2011 ;[citado 2024 out. 03 ]
Vancouver
Carrion R, Diniz IS, Ferreira R. Active vibration control for Euler-Bernoulli cantilever beam. Proceedings. 2011 ;[citado 2024 out. 03 ]

USP Schools

ReP

Filtros

Authors

Subjects