ReP USP - Resultado da busca

Artigo de periodico
A hydromechanical FEM fracturing simulator under the leak-off phenomenon perspective (2023)
Roseno, Karina Tamião de Campos ; Poli, Renato Espirito Basso; Cleto, Pedro Rogério; Carrion, Ronaldo
Source: Petroleum Science and Technology. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, FRATURA DAS ESTRUTURAS, MECÂNICA DE ROCHAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROSENO, Karina Tamião de Campos et al. A hydromechanical FEM fracturing simulator under the leak-off phenomenon perspective. Petroleum Science and Technology, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.1080/10916466.2023.2202690. Acesso em: 03 out. 2024.
APA
Roseno, K. T. de C., Poli, R. E. B., Cleto, P. R., & Carrion, R. (2023). A hydromechanical FEM fracturing simulator under the leak-off phenomenon perspective. Petroleum Science and Technology, 1-20. doi:10.1080/10916466.2023.2202690
NLM
Roseno KT de C, Poli REB, Cleto PR, Carrion R. A hydromechanical FEM fracturing simulator under the leak-off phenomenon perspective [Internet]. Petroleum Science and Technology. 2023 ;1-20.[citado 2024 out. 03 ] Available from: https://doi.org/10.1080/10916466.2023.2202690
Vancouver
Roseno KT de C, Poli REB, Cleto PR, Carrion R. A hydromechanical FEM fracturing simulator under the leak-off phenomenon perspective [Internet]. Petroleum Science and Technology. 2023 ;1-20.[citado 2024 out. 03 ] Available from: https://doi.org/10.1080/10916466.2023.2202690
Artigo de periodico
Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles (2023)
Ferraz, Amauri Coelho ; Pacheco, Lucas Agatti ; Carrion, Ronaldo ; Mesquita, Euclides
Source: Latin American Journal of Solids and Structures. Unidade: EP
Subjects: DINÂMICA, MECÂNICA DOS SOLOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FERRAZ, Amauri Coelho et al. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures, v. 20, n. 6, 2023Tradução . . Acesso em: 03 out. 2024.
APA
Ferraz, A. C., Pacheco, L. A., Carrion, R., & Mesquita, E. (2023). Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures, 20( 6). doi:10.1590/1679-78257571
NLM
Ferraz AC, Pacheco LA, Carrion R, Mesquita E. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures. 2023 ; 20( 6):[citado 2024 out. 03 ]
Vancouver
Ferraz AC, Pacheco LA, Carrion R, Mesquita E. Coupling Modal Analysis with the BEM for the Transient Response of Bar Structures Interacting with Three-Dimensional Soil Profiles. Latin American Journal of Solids and Structures. 2023 ; 20( 6):[citado 2024 out. 03 ]
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
Artigo de periodico
The influence of wellhead stick-up on the analysis of critical stress points on conductor casing (2022)
Auad, Isabella Tomasella; Yamamoto, Márcio ; Carrion, Ronaldo
Source: The influence of wellhead stick-up on the analysis of critical stress points on conductor casing. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PERFURAÇÃO MARÍTIMA, PERFURAÇÃO DE POÇOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AUAD, Isabella Tomasella e YAMAMOTO, Márcio e CARRION, Ronaldo. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing, v. 212, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.petrol.2022.110140. Acesso em: 03 out. 2024.
APA
Auad, I. T., Yamamoto, M., & Carrion, R. (2022). The influence of wellhead stick-up on the analysis of critical stress points on conductor casing. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing, 212. doi:10.1016/j.petrol.2022.110140
NLM
Auad IT, Yamamoto M, Carrion R. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing [Internet]. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing. 2022 ; 212[citado 2024 out. 03 ] Available from: https://doi.org/10.1016/j.petrol.2022.110140
Vancouver
Auad IT, Yamamoto M, Carrion R. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing [Internet]. The influence of wellhead stick-up on the analysis of critical stress points on conductor casing. 2022 ; 212[citado 2024 out. 03 ] Available from: https://doi.org/10.1016/j.petrol.2022.110140
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-resumo
On the coupling of structural degrees of freedom in transient soil structure interaction for non-parallel soil layers (2022)
Ferraz, Amauri Coelho; Pacheco, Lucas Agatti; Carrion, Ronaldo ; Mesquita, Euclides
Source: Book abstract. Conference titles: ASCE -Engineering Mechanics Institute Conference. 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. On the coupling of structural degrees of freedom in transient soil structure interaction for non-parallel soil layers. 2022, Anais.. Baltimore: EMI, 2022. Disponível em: https://www.emi-conference.org/sites/emi-conference.org/2023/files/inline-files/EMI_2022_Book_of_Abstracts.pdf. Acesso em: 03 out. 2024.
APA
Ferraz, A. C., Pacheco, L. A., Carrion, R., & Mesquita, E. (2022). On the coupling of structural degrees of freedom in transient soil structure interaction for non-parallel soil layers. In Book abstract. Baltimore: EMI. Recuperado de https://www.emi-conference.org/sites/emi-conference.org/2023/files/inline-files/EMI_2022_Book_of_Abstracts.pdf
NLM
Ferraz AC, Pacheco LA, Carrion R, Mesquita E. On the coupling of structural degrees of freedom in transient soil structure interaction for non-parallel soil layers [Internet]. Book abstract. 2022 ;[citado 2024 out. 03 ] Available from: https://www.emi-conference.org/sites/emi-conference.org/2023/files/inline-files/EMI_2022_Book_of_Abstracts.pdf
Vancouver
Ferraz AC, Pacheco LA, Carrion R, Mesquita E. On the coupling of structural degrees of freedom in transient soil structure interaction for non-parallel soil layers [Internet]. Book abstract. 2022 ;[citado 2024 out. 03 ] Available from: https://www.emi-conference.org/sites/emi-conference.org/2023/files/inline-files/EMI_2022_Book_of_Abstracts.pdf
Artigo de periodico
A poroelastic simulator with hydraulic fracture propagation using cohesive finite elements (2021)
Poli, Renato Espirito Basso; Gioria, Rafael dos Santos ; Carrion, Ronaldo
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA, MECÂNICA DE ROCHAS, ÓLEO E GAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
POLI, Renato Espirito Basso e GIORIA, Rafael dos Santos e CARRION, Ronaldo. A poroelastic simulator with hydraulic fracture propagation using cohesive finite elements. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 43, n. 175 , 2021Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02787-4. Acesso em: 03 out. 2024.
APA
Poli, R. E. B., Gioria, R. dos S., & Carrion, R. (2021). A poroelastic simulator with hydraulic fracture propagation using cohesive finite elements. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 43( 175 ). doi:10.1007/s40430-020-02787-4
NLM
Poli REB, Gioria R dos S, Carrion R. A poroelastic simulator with hydraulic fracture propagation using cohesive finite elements [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2021 ; 43( 175 ):[citado 2024 out. 03 ] Available from: https://doi.org/10.1007/s40430-020-02787-4
Vancouver
Poli REB, Gioria R dos S, Carrion R. A poroelastic simulator with hydraulic fracture propagation using cohesive finite elements [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2021 ; 43( 175 ):[citado 2024 out. 03 ] Available from: https://doi.org/10.1007/s40430-020-02787-4
Artigo de periodico
Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration (2019)
Belinassi, Giuliano; Goldman, Alfredo ; Gubitoso, Marco Dimas ; Carrion, Ronaldo
Source: Engineering Analysis with Boundary Elements. Unidades: IME, EP
Subjects: COMPUTAÇÃO GRÁFICA, PROCESSAMENTO ELETRÔNICO DE DADOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BELINASSI, Giuliano et al. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration. Engineering Analysis with Boundary Elements, v. 105, p. 178-187, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2019.03.037. Acesso em: 03 out. 2024.
APA
Belinassi, G., Goldman, A., Gubitoso, M. D., & Carrion, R. (2019). Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration. Engineering Analysis with Boundary Elements, 105, 178-187. doi:10.1016/j.enganabound.2019.03.037
NLM
Belinassi G, Goldman A, Gubitoso MD, Carrion R. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 105 178-187.[citado 2024 out. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
Vancouver
Belinassi G, Goldman A, Gubitoso MD, Carrion R. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 105 178-187.[citado 2024 out. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
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
Dissertação (Mestrado)
Analysis of risks associated with exploration well drilling in the Brazilian Equatorial Margin. (2019)
Perez Venera, Alberto Mario; Carrion, Ronaldo (Orientador)
Unidade: EP
Subjects: PERFURAÇÃO DE POÇOS, ANÁLISE DE RISCO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEREZ VENERA, Alberto Mario. Analysis of risks associated with exploration well drilling in the Brazilian Equatorial Margin. 2019. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2019. Disponível em: https://teses.usp.br/teses/disponiveis/3/3134/tde-19112019-092952/. Acesso em: 03 out. 2024.
APA
Perez Venera, A. M. (2019). Analysis of risks associated with exploration well drilling in the Brazilian Equatorial Margin. (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de https://teses.usp.br/teses/disponiveis/3/3134/tde-19112019-092952/
NLM
Perez Venera AM. Analysis of risks associated with exploration well drilling in the Brazilian Equatorial Margin. [Internet]. 2019 ;[citado 2024 out. 03 ] Available from: https://teses.usp.br/teses/disponiveis/3/3134/tde-19112019-092952/
Vancouver
Perez Venera AM. Analysis of risks associated with exploration well drilling in the Brazilian Equatorial Margin. [Internet]. 2019 ;[citado 2024 out. 03 ] Available from: https://teses.usp.br/teses/disponiveis/3/3134/tde-19112019-092952/
Dissertação (Mestrado)
A study on well design and integrity for deepwater exploratory drilling in Brazilian Equatorial Margin (2018)
Salazar Ruiz, Manuel Sebastian; Carrion, Ronaldo (Orientador)
Unidade: EP
Subjects: PERFURAÇÃO, POÇOS, PETRÓLEO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SALAZAR RUIZ, Manuel Sebastian. A study on well design and integrity for deepwater exploratory drilling in Brazilian Equatorial Margin. 2018. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2018. Disponível em: http://www.teses.usp.br/teses/disponiveis/3/3134/tde-25092018-100849/. Acesso em: 03 out. 2024.
APA
Salazar Ruiz, M. S. (2018). A study on well design and integrity for deepwater exploratory drilling in Brazilian Equatorial Margin (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de http://www.teses.usp.br/teses/disponiveis/3/3134/tde-25092018-100849/
NLM
Salazar Ruiz MS. A study on well design and integrity for deepwater exploratory drilling in Brazilian Equatorial Margin [Internet]. 2018 ;[citado 2024 out. 03 ] Available from: http://www.teses.usp.br/teses/disponiveis/3/3134/tde-25092018-100849/
Vancouver
Salazar Ruiz MS. A study on well design and integrity for deepwater exploratory drilling in Brazilian Equatorial Margin [Internet]. 2018 ;[citado 2024 out. 03 ] Available from: http://www.teses.usp.br/teses/disponiveis/3/3134/tde-25092018-100849/
Dissertação (Mestrado)
Study of the influence of offshore drulling rigs heave motions in drillstrings dynamic behavior (2018)
Santos, Nicolau Oyhenard dos; Carrion, Ronaldo (Orientador)
Unidade: EP
Subjects: COLUNAS DE PERFURAÇÃO, VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Nicolau Oyhenard dos. Study of the influence of offshore drulling rigs heave motions in drillstrings dynamic behavior. 2018. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2018. Disponível em: http://www.teses.usp.br/teses/disponiveis/3/3134/tde-12122018-074029/. Acesso em: 03 out. 2024.
APA
Santos, N. O. dos. (2018). Study of the influence of offshore drulling rigs heave motions in drillstrings dynamic behavior (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de http://www.teses.usp.br/teses/disponiveis/3/3134/tde-12122018-074029/
NLM
Santos NO dos. Study of the influence of offshore drulling rigs heave motions in drillstrings dynamic behavior [Internet]. 2018 ;[citado 2024 out. 03 ] Available from: http://www.teses.usp.br/teses/disponiveis/3/3134/tde-12122018-074029/
Vancouver
Santos NO dos. Study of the influence of offshore drulling rigs heave motions in drillstrings dynamic behavior [Internet]. 2018 ;[citado 2024 out. 03 ] Available from: http://www.teses.usp.br/teses/disponiveis/3/3134/tde-12122018-074029/
Trabalho de evento
Uniaxial compression simulation using discrete elements and parallel processing (2017)
Sanches, Luiz Carlos Facundo; Carrion, Ronaldo ; Lima, Carlos Herácles Moraes de
Source: Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EP
Subjects: PROGRAMAÇÃO PARALELA, GEOMECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANCHES, Luiz Carlos Facundo e CARRION, Ronaldo e LIMA, Carlos Herácles Moraes de. Uniaxial compression simulation using discrete elements and parallel processing. 2017, Anais.. Florianópolis: ABMEC, 2017. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2017-0377. Acesso em: 03 out. 2024.
APA
Sanches, L. C. F., Carrion, R., & Lima, C. H. M. de. (2017). Uniaxial compression simulation using discrete elements and parallel processing. In Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. Florianópolis: ABMEC. doi:10.20906/CPS/CILAMCE2017-0377
NLM
Sanches LCF, Carrion R, Lima CHM de. Uniaxial compression simulation using discrete elements and parallel processing [Internet]. Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. 2017 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0377
Vancouver
Sanches LCF, Carrion R, Lima CHM de. Uniaxial compression simulation using discrete elements and parallel processing [Internet]. Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. 2017 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0377
Trabalho de evento
Optimizing a boundary elements method for stationary elastodynamic problems implementation with GPUs (2017)
Belinassi, Giuliano A.F.; Siqueira, Rodrigo; Carrion, Ronaldo ; Goldman, Alfredo ; Gubitoso, Marco Dimas
Source: Anais. Conference titles: Simpósio de Sistemas Computacionais de Alto Desempenho (WSCAD). Unidades: EP, IME
Subjects: PROCESSAMENTO DE IMAGENS, PROGRAMAÇÃO PARALELA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BELINASSI, Giuliano A.F. et al. Optimizing a boundary elements method for stationary elastodynamic problems implementation with GPUs. 2017, Anais.. Porto Alegre: SBC, 2017. Disponível em: http://wscad.sbc.org.br/2017/anais/anais-wscad-wic-2017.pdf. Acesso em: 03 out. 2024.
APA
Belinassi, G. A. F., Siqueira, R., Carrion, R., Goldman, A., & Gubitoso, M. D. (2017). Optimizing a boundary elements method for stationary elastodynamic problems implementation with GPUs. In Anais. Porto Alegre: SBC. Recuperado de http://wscad.sbc.org.br/2017/anais/anais-wscad-wic-2017.pdf
NLM
Belinassi GAF, Siqueira R, Carrion R, Goldman A, Gubitoso MD. Optimizing a boundary elements method for stationary elastodynamic problems implementation with GPUs [Internet]. Anais. 2017 ;[citado 2024 out. 03 ] Available from: http://wscad.sbc.org.br/2017/anais/anais-wscad-wic-2017.pdf
Vancouver
Belinassi GAF, Siqueira R, Carrion R, Goldman A, Gubitoso MD. Optimizing a boundary elements method for stationary elastodynamic problems implementation with GPUs [Internet]. Anais. 2017 ;[citado 2024 out. 03 ] Available from: http://wscad.sbc.org.br/2017/anais/anais-wscad-wic-2017.pdf
Trabalho de evento
On the analysis of the discrete element method in multi-core processors (2015)
Sanches, Luiz Carlos Facundo; Carrion, Ronaldo ; Lima, Carlos Herácles Moraes de
Source: Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EP
Subjects: ANÁLISE NUMÉRICA, PROGRAMAÇÃO PARALELA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANCHES, Luiz Carlos Facundo e CARRION, Ronaldo e LIMA, Carlos Herácles Moraes de. On the analysis of the discrete element method in multi-core processors. 2015, Anais.. São Paulo: Associação Brasileira de Métodos Computacionais em Engenharia (ABMEC), 2015. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2015-0321. Acesso em: 03 out. 2024.
APA
Sanches, L. C. F., Carrion, R., & Lima, C. H. M. de. (2015). On the analysis of the discrete element method in multi-core processors. In Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. São Paulo: Associação Brasileira de Métodos Computacionais em Engenharia (ABMEC). doi:10.20906/CPS/CILAMCE2015-0321
NLM
Sanches LCF, Carrion R, Lima CHM de. On the analysis of the discrete element method in multi-core processors [Internet]. Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. 2015 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0321
Vancouver
Sanches LCF, Carrion R, Lima CHM de. On the analysis of the discrete element method in multi-core processors [Internet]. Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. 2015 ;[citado 2024 out. 03 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0321
Artigo de periodico
Dynamic response of a frame-foundation-soil system: a coupled BEM–FEM procedure and a GPU implementation (2015)
Carrion, Ronaldo ; Mesquita, Euclides de; Ansoni, Jonas Laerte
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRION, Ronaldo e MESQUITA, Euclides de e ANSONI, Jonas Laerte. Dynamic response of a frame-foundation-soil system: a coupled BEM–FEM procedure and a GPU implementation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 37, n. 4, p. 1055-1063, 2015Tradução . . Disponível em: https://doi.org/10.1007/s40430-014-0230-3. Acesso em: 03 out. 2024.
APA
Carrion, R., Mesquita, E. de, & Ansoni, J. L. (2015). Dynamic response of a frame-foundation-soil system: a coupled BEM–FEM procedure and a GPU implementation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 37( 4), 1055-1063. doi:10.1007/s40430-014-0230-3
NLM
Carrion R, Mesquita E de, Ansoni JL. Dynamic response of a frame-foundation-soil system: a coupled BEM–FEM procedure and a GPU implementation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2015 ; 37( 4): 1055-1063.[citado 2024 out. 03 ] Available from: https://doi.org/10.1007/s40430-014-0230-3
Vancouver
Carrion R, Mesquita E de, Ansoni JL. Dynamic response of a frame-foundation-soil system: a coupled BEM–FEM procedure and a GPU implementation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2015 ; 37( 4): 1055-1063.[citado 2024 out. 03 ] Available from: https://doi.org/10.1007/s40430-014-0230-3
Trabalho de evento
Dynamic interaction between structures modeled by two-dimensional finite element and the soil-foundation system (2015)
Carrion, Ronaldo ; Sanches, Luiz Carlos Facundo; Varoni, Phelipe Gabriel
Source: Anais ABCM International Congress of Mechanical Engineering. Conference titles: ABCM International Congress of Mechanical Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARRION, Ronaldo e SANCHES, Luiz Carlos Facundo e VARONI, Phelipe Gabriel. Dynamic interaction between structures modeled by two-dimensional finite element and the soil-foundation system. 2015, Anais.. Rio de Janeiro: Associação Brasileira de Engenharia e Ciências Mecânicas – ABCM, 2015. Disponível em: http://abcm.org.br/anais/cobem/2001/home.htm. Acesso em: 03 out. 2024.
APA
Carrion, R., Sanches, L. C. F., & Varoni, P. G. (2015). Dynamic interaction between structures modeled by two-dimensional finite element and the soil-foundation system. In Anais ABCM International Congress of Mechanical Engineering. Rio de Janeiro: Associação Brasileira de Engenharia e Ciências Mecânicas – ABCM. Recuperado de http://abcm.org.br/anais/cobem/2001/home.htm
NLM
Carrion R, Sanches LCF, Varoni PG. Dynamic interaction between structures modeled by two-dimensional finite element and the soil-foundation system [Internet]. Anais ABCM International Congress of Mechanical Engineering. 2015 ;[citado 2024 out. 03 ] Available from: http://abcm.org.br/anais/cobem/2001/home.htm
Vancouver
Carrion R, Sanches LCF, Varoni PG. Dynamic interaction between structures modeled by two-dimensional finite element and the soil-foundation system [Internet]. Anais ABCM International Congress of Mechanical Engineering. 2015 ;[citado 2024 out. 03 ] Available from: http://abcm.org.br/anais/cobem/2001/home.htm
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

USP affiliated authors

Date published

Subjects

Source title

Publisher

Conference titles

Funding Agencies