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Trabalho de evento
Finite element analysis of umbilical cables anchoring systems (2017)
Malta, Eduardo Ribeiro ; Toni, Fernando Geremias ; Mendonça, Heloisa Guedes ; Martins, Clóvis de Arruda ; Morini, Rafael Giovane; Tanaka, Rafael Loureiro
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, RESINAS EPOXI, TUBULAÇÕES
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ABNT
MALTA, Eduardo Ribeiro et al. Finite element analysis of umbilical cables anchoring systems. 2017, Anais.. New York: ASME, 2017. Disponível em: https://doi.org/10.1115/OMAE2017-62128. Acesso em: 19 nov. 2024.
APA
Malta, E. R., Toni, F. G., Mendonça, H. G., Martins, C. de A., Morini, R. G., & Tanaka, R. L. (2017). Finite element analysis of umbilical cables anchoring systems. In Proceedings. New York: ASME. doi:10.1115/OMAE2017-62128
NLM
Malta ER, Toni FG, Mendonça HG, Martins C de A, Morini RG, Tanaka RL. Finite element analysis of umbilical cables anchoring systems [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-62128
Vancouver
Malta ER, Toni FG, Mendonça HG, Martins C de A, Morini RG, Tanaka RL. Finite element analysis of umbilical cables anchoring systems [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-62128
Trabalho de evento
Parametric analysis of crushing and squeezing loads over a flexible pipe during installation procedure (2017)
Mendonça, Heloisa Guedes ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: TUBULAÇÕES, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
MENDONÇA, Heloisa Guedes e MARTINS, Clóvis de Arruda. Parametric analysis of crushing and squeezing loads over a flexible pipe during installation procedure. 2017, Anais.. New York: ASME, 2017. Disponível em: https://doi.org/10.1115/OMAE2017-62167. Acesso em: 19 nov. 2024.
APA
Mendonça, H. G., & Martins, C. de A. (2017). Parametric analysis of crushing and squeezing loads over a flexible pipe during installation procedure. In Proceedings. New York: ASME. doi:10.1115/OMAE2017-62167
NLM
Mendonça HG, Martins C de A. Parametric analysis of crushing and squeezing loads over a flexible pipe during installation procedure [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-62167
Vancouver
Mendonça HG, Martins C de A. Parametric analysis of crushing and squeezing loads over a flexible pipe during installation procedure [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-62167
Trabalho de evento
Parallelized element-by-element architecture for structural analysis of flexible pipes using macro finite elements (2017)
Toni, Fernando Geremias ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: TUBULAÇÕES, MÉTODO DOS ELEMENTOS FINITOS, GÁS NATURAL, DESIGN
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ABNT
TONI, Fernando Geremias e MARTINS, Clóvis de Arruda. Parallelized element-by-element architecture for structural analysis of flexible pipes using macro finite elements. 2017, Anais.. New York: ASME, 2017. Disponível em: https://doi.org/10.1115/OMAE2017-61800. Acesso em: 19 nov. 2024.
APA
Toni, F. G., & Martins, C. de A. (2017). Parallelized element-by-element architecture for structural analysis of flexible pipes using macro finite elements. In Proceedings. New York: ASME. doi:10.1115/OMAE2017-61800
NLM
Toni FG, Martins C de A. Parallelized element-by-element architecture for structural analysis of flexible pipes using macro finite elements [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-61800
Vancouver
Toni FG, Martins C de A. Parallelized element-by-element architecture for structural analysis of flexible pipes using macro finite elements [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-61800
Trabalho de evento
An integrated environment for design and analysis of umbilical cables (2017)
Provasi, Rodrigo ; Garcez, Leonardo Riccioppo ; Meirelles, Christiano Odir Cardoso; Martins, Clóvis de Arruda ; Barbosa, Andre Freitas; Otte Filho, Olaf Osvaldo
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: CAD, DESIGN, TUBULAÇÕES
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ABNT
PROVASI, Rodrigo et al. An integrated environment for design and analysis of umbilical cables. 2017, Anais.. New York: ASME, 2017. Disponível em: https://doi.org/10.1115/OMAE2017-61857. Acesso em: 19 nov. 2024.
APA
Provasi, R., Garcez, L. R., Meirelles, C. O. C., Martins, C. de A., Barbosa, A. F., & Otte Filho, O. O. (2017). An integrated environment for design and analysis of umbilical cables. In Proceedings. New York: ASME. doi:10.1115/OMAE2017-61857
NLM
Provasi R, Garcez LR, Meirelles COC, Martins C de A, Barbosa AF, Otte Filho OO. An integrated environment for design and analysis of umbilical cables [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-61857
Vancouver
Provasi R, Garcez LR, Meirelles COC, Martins C de A, Barbosa AF, Otte Filho OO. An integrated environment for design and analysis of umbilical cables [Internet]. Proceedings. 2017 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2017-61857
Trabalho de evento
Parametric analysis on the crushing resistance of flexible pipes under installation loads (2016)
Mendonça, Heloisa Guedes ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: DESGASTE, TUBULAÇÕES
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ABNT
MENDONÇA, Heloisa Guedes e MARTINS, Clóvis de Arruda. Parametric analysis on the crushing resistance of flexible pipes under installation loads. 2016, Anais.. New York: ASME, 2016. Disponível em: https://doi.org/10.1115/OMAE2016-54453. Acesso em: 19 nov. 2024.
APA
Mendonça, H. G., & Martins, C. de A. (2016). Parametric analysis on the crushing resistance of flexible pipes under installation loads. In Proceedings. New York: ASME. doi:10.1115/OMAE2016-54453
NLM
Mendonça HG, Martins C de A. Parametric analysis on the crushing resistance of flexible pipes under installation loads [Internet]. Proceedings. 2016 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2016-54453
Vancouver
Mendonça HG, Martins C de A. Parametric analysis on the crushing resistance of flexible pipes under installation loads [Internet]. Proceedings. 2016 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2016-54453
Trabalho de evento
Equivalent model for interlocked carcass under axial loads (2016)
Provasi, Rodrigo ; Toni, Fernando Geremias ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: RESISTÊNCIA ESTRUTURAL, DESGASTE
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ABNT
PROVASI, Rodrigo e TONI, Fernando Geremias e MARTINS, Clóvis de Arruda. Equivalent model for interlocked carcass under axial loads. 2016, Anais.. New York: ASME, 2016. Disponível em: https://doi.org/10.1115/OMAE2016-54381. Acesso em: 19 nov. 2024.
APA
Provasi, R., Toni, F. G., & Martins, C. de A. (2016). Equivalent model for interlocked carcass under axial loads. In Proceedings. New York: ASME. doi:10.1115/OMAE2016-54381
NLM
Provasi R, Toni FG, Martins C de A. Equivalent model for interlocked carcass under axial loads [Internet]. Proceedings. 2016 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2016-54381
Vancouver
Provasi R, Toni FG, Martins C de A. Equivalent model for interlocked carcass under axial loads [Internet]. Proceedings. 2016 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2016-54381
Trabalho de evento
Finite element analysis of flexible pipes under compression (2014)
Malta, Eduardo Ribeiro ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, TUBULAÇÕES
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ABNT
MALTA, Eduardo Ribeiro e MARTINS, Clóvis de Arruda. Finite element analysis of flexible pipes under compression. 2014, Anais.. Nantes: ASME, 2014. Disponível em: https://doi.org/10.1115/OMAE2014-23192. Acesso em: 19 nov. 2024.
APA
Malta, E. R., & Martins, C. de A. (2014). Finite element analysis of flexible pipes under compression. In Proceedings. Nantes: ASME. doi:10.1115/OMAE2014-23192
NLM
Malta ER, Martins C de A. Finite element analysis of flexible pipes under compression [Internet]. Proceedings. 2014 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2014-23192
Vancouver
Malta ER, Martins C de A. Finite element analysis of flexible pipes under compression [Internet]. Proceedings. 2014 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2014-23192
Trabalho de evento
Finite element modeling of flexible pipes under crushing loads (2013)
Malta, Eduardo Ribeiro ; Martins, Clóvis de Arruda ; Gonçalves, Silas Henrique; Gay Neto, Alfredo
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, TUBOS FLEXÍVEIS
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ABNT
MALTA, Eduardo Ribeiro et al. Finite element modeling of flexible pipes under crushing loads. 2013, Anais.. Nantes: ASME, 2013. Disponível em: https://doi.org/10.1115/OMAE2013-10307. Acesso em: 19 nov. 2024.
APA
Malta, E. R., Martins, C. de A., Gonçalves, S. H., & Gay Neto, A. (2013). Finite element modeling of flexible pipes under crushing loads. In Proceedings. Nantes: ASME. doi:10.1115/OMAE2013-10307
NLM
Malta ER, Martins C de A, Gonçalves SH, Gay Neto A. Finite element modeling of flexible pipes under crushing loads [Internet]. Proceedings. 2013 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2013-10307
Vancouver
Malta ER, Martins C de A, Gonçalves SH, Gay Neto A. Finite element modeling of flexible pipes under crushing loads [Internet]. Proceedings. 2013 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2013-10307
Trabalho de evento
Loop formation in catenary risers on installation condition: a comparison of statics and dynamics (2013)
Malta, Eduardo Ribeiro ; Pimenta, Paulo de Mattos ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: DINÂMICA, TUBULAÇÕES, ENGENHARIA NAVAL E OCEÂNICA
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ABNT
MALTA, Eduardo Ribeiro e PIMENTA, Paulo de Mattos e MARTINS, Clóvis de Arruda. Loop formation in catenary risers on installation condition: a comparison of statics and dynamics. 2013, Anais.. Nantes: ASME, 2013. Disponível em: https://doi.org/10.1115/OMAE2013-11426. Acesso em: 19 nov. 2024.
APA
Malta, E. R., Pimenta, P. de M., & Martins, C. de A. (2013). Loop formation in catenary risers on installation condition: a comparison of statics and dynamics. In Proceedings. Nantes: ASME. doi:10.1115/OMAE2013-11426
NLM
Malta ER, Pimenta P de M, Martins C de A. Loop formation in catenary risers on installation condition: a comparison of statics and dynamics [Internet]. Proceedings. 2013 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2013-11426
Vancouver
Malta ER, Pimenta P de M, Martins C de A. Loop formation in catenary risers on installation condition: a comparison of statics and dynamics [Internet]. Proceedings. 2013 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2013-11426
Trabalho de evento
Crush behavior of multilayered pipes: study of pipe integrity and kinematic assumptions (2013)
Gay Neto, Alfredo ; Franzini, Guilherme Rosa ; Martins, Clóvis de Arruda ; Pesce, Celso Pupo ; Malta, Eduardo Ribeiro
Source: Proceedings. Conference titles: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Subjects: MÉTODO DOS ELEMENTOS FINITOS, TUBULAÇÕES
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ABNT
GAY NETO, Alfredo et al. Crush behavior of multilayered pipes: study of pipe integrity and kinematic assumptions. 2013, Anais.. Nantes: ASME, 2013. Disponível em: https://doi.org/10.1115/OMAE2013-10263. Acesso em: 19 nov. 2024.
APA
Gay Neto, A., Franzini, G. R., Martins, C. de A., Pesce, C. P., & Malta, E. R. (2013). Crush behavior of multilayered pipes: study of pipe integrity and kinematic assumptions. In Proceedings. Nantes: ASME. doi:10.1115/OMAE2013-10263
NLM
Gay Neto A, Franzini GR, Martins C de A, Pesce CP, Malta ER. Crush behavior of multilayered pipes: study of pipe integrity and kinematic assumptions [Internet]. Proceedings. 2013 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2013-10263
Vancouver
Gay Neto A, Franzini GR, Martins C de A, Pesce CP, Malta ER. Crush behavior of multilayered pipes: study of pipe integrity and kinematic assumptions [Internet]. Proceedings. 2013 ;[citado 2024 nov. 19 ] Available from: https://doi.org/10.1115/OMAE2013-10263
Trabalho de evento
Steel riser optimization with simulated annealing (2006)
Tanaka, Rafael Loureiro; Martins, Clóvis de Arruda ; Takafuji, Fernanda Cristina de Moraes
Source: Proceedings. Conference titles: Rio Oil & Gas Expo and Conference. Unidade: EP
Subjects: TUBOS FLEXÍVEIS (VIABILIDADE ECONÔMICA), ALGORITMOS (OTIMIZAÇÃO), SISTEMAS DINÂMICOS, CABOS DE AMARRAÇÃO
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ABNT
TANAKA, Rafael Loureiro e MARTINS, Clóvis de Arruda e TAKAFUJI, Fernanda Cristina de Moraes. Steel riser optimization with simulated annealing. 2006, Anais.. Rio de Janeiro: IBP, 2006. Disponível em: https://repositorio.usp.br/directbitstream/4c9b1682-4fa1-4e17-b9f9-bc1bb8e78d69/Martins_CA-2006-steel%20riser%20optimization.pdf. Acesso em: 19 nov. 2024.
APA
Tanaka, R. L., Martins, C. de A., & Takafuji, F. C. de M. (2006). Steel riser optimization with simulated annealing. In Proceedings. Rio de Janeiro: IBP. Recuperado de https://repositorio.usp.br/directbitstream/4c9b1682-4fa1-4e17-b9f9-bc1bb8e78d69/Martins_CA-2006-steel%20riser%20optimization.pdf
NLM
Tanaka RL, Martins C de A, Takafuji FC de M. Steel riser optimization with simulated annealing [Internet]. Proceedings. 2006 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/4c9b1682-4fa1-4e17-b9f9-bc1bb8e78d69/Martins_CA-2006-steel%20riser%20optimization.pdf
Vancouver
Tanaka RL, Martins C de A, Takafuji FC de M. Steel riser optimization with simulated annealing [Internet]. Proceedings. 2006 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/4c9b1682-4fa1-4e17-b9f9-bc1bb8e78d69/Martins_CA-2006-steel%20riser%20optimization.pdf
Trabalho de evento
Bending stiffness effect on the vibration modes of catenary risers (2006)
Takafuji, Fernanda Cristina de Moraes; Martins, Clóvis de Arruda ; Tanaka, Rafael Loureiro
Source: Proceedings. Conference titles: Rio Oil & Gas Expo and Conference. Unidade: EP
Subjects: TUBOS FLEXÍVEIS (VIABILIDADE ECONÔMICA), ALGORITMOS (OTIMIZAÇÃO), SISTEMAS DINÂMICOS, CABOS DE AMARRAÇÃO
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ABNT
TAKAFUJI, Fernanda Cristina de Moraes e MARTINS, Clóvis de Arruda e TANAKA, Rafael Loureiro. Bending stiffness effect on the vibration modes of catenary risers. 2006, Anais.. Rio de Janeiro: IBP, 2006. Disponível em: https://repositorio.usp.br/directbitstream/8bf00213-6c93-4f3a-bbe1-72dbb17e4e21/Martins_CA-2006-bending%20stiffness%20effect.pdf. Acesso em: 19 nov. 2024.
APA
Takafuji, F. C. de M., Martins, C. de A., & Tanaka, R. L. (2006). Bending stiffness effect on the vibration modes of catenary risers. In Proceedings. Rio de Janeiro: IBP. Recuperado de https://repositorio.usp.br/directbitstream/8bf00213-6c93-4f3a-bbe1-72dbb17e4e21/Martins_CA-2006-bending%20stiffness%20effect.pdf
NLM
Takafuji FC de M, Martins C de A, Tanaka RL. Bending stiffness effect on the vibration modes of catenary risers [Internet]. Proceedings. 2006 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/8bf00213-6c93-4f3a-bbe1-72dbb17e4e21/Martins_CA-2006-bending%20stiffness%20effect.pdf
Vancouver
Takafuji FC de M, Martins C de A, Tanaka RL. Bending stiffness effect on the vibration modes of catenary risers [Internet]. Proceedings. 2006 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/8bf00213-6c93-4f3a-bbe1-72dbb17e4e21/Martins_CA-2006-bending%20stiffness%20effect.pdf
Trabalho de evento
Nonlinear dynamic response of a steel catenary riser at the touch-down point (2001)
Campos, Luciano de A.; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Subjects: HIDROMECÂNICA, HIDRODINÂMICA
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ABNT
CAMPOS, Luciano de A. e MARTINS, Clóvis de Arruda. Nonlinear dynamic response of a steel catenary riser at the touch-down point. 2001, Anais.. Cupertino: International Society of Offshore and Polar Engineers, 2001. Disponível em: https://repositorio.usp.br/directbitstream/9149e55d-e39b-46dd-86c3-a2f79fc0798f/Martins_CA-2001-Nonlinear%20Dynamic%20Response%20of%20a%20Steel%20Catenary%20Riser%20at%20the%20Touch-Down%20Point%20ok.pdf. Acesso em: 19 nov. 2024.
APA
Campos, L. de A., & Martins, C. de A. (2001). Nonlinear dynamic response of a steel catenary riser at the touch-down point. In Proceedings. Cupertino: International Society of Offshore and Polar Engineers. Recuperado de https://repositorio.usp.br/directbitstream/9149e55d-e39b-46dd-86c3-a2f79fc0798f/Martins_CA-2001-Nonlinear%20Dynamic%20Response%20of%20a%20Steel%20Catenary%20Riser%20at%20the%20Touch-Down%20Point%20ok.pdf
NLM
Campos L de A, Martins C de A. Nonlinear dynamic response of a steel catenary riser at the touch-down point [Internet]. Proceedings. 2001 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/9149e55d-e39b-46dd-86c3-a2f79fc0798f/Martins_CA-2001-Nonlinear%20Dynamic%20Response%20of%20a%20Steel%20Catenary%20Riser%20at%20the%20Touch-Down%20Point%20ok.pdf
Vancouver
Campos L de A, Martins C de A. Nonlinear dynamic response of a steel catenary riser at the touch-down point [Internet]. Proceedings. 2001 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/9149e55d-e39b-46dd-86c3-a2f79fc0798f/Martins_CA-2001-Nonlinear%20Dynamic%20Response%20of%20a%20Steel%20Catenary%20Riser%20at%20the%20Touch-Down%20Point%20ok.pdf
Trabalho de evento
A parametric analysis of steel catenary risers: fatigue behavior near the top (2000)
Martins, Clóvis de Arruda ; Higashi, E; Silva, R M C
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Subjects: ATRITO, DESGASTE, FADIGA DOS MATERIAIS
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ABNT
MARTINS, Clóvis de Arruda e HIGASHI, E e SILVA, R M C. A parametric analysis of steel catenary risers: fatigue behavior near the top. 2000, Anais.. Cupertino: ISOPE, 2000. Disponível em: https://repositorio.usp.br/directbitstream/5287dcb0-1f8e-469d-9b30-3a60ee5696a4/Martins_CA-2000-A%20Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20Near%20the%20Top%20ok.pdf. Acesso em: 19 nov. 2024.
APA
Martins, C. de A., Higashi, E., & Silva, R. M. C. (2000). A parametric analysis of steel catenary risers: fatigue behavior near the top. In Proceedings. Cupertino: ISOPE. Recuperado de https://repositorio.usp.br/directbitstream/5287dcb0-1f8e-469d-9b30-3a60ee5696a4/Martins_CA-2000-A%20Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20Near%20the%20Top%20ok.pdf
NLM
Martins C de A, Higashi E, Silva RMC. A parametric analysis of steel catenary risers: fatigue behavior near the top [Internet]. Proceedings. 2000 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/5287dcb0-1f8e-469d-9b30-3a60ee5696a4/Martins_CA-2000-A%20Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20Near%20the%20Top%20ok.pdf
Vancouver
Martins C de A, Higashi E, Silva RMC. A parametric analysis of steel catenary risers: fatigue behavior near the top [Internet]. Proceedings. 2000 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/5287dcb0-1f8e-469d-9b30-3a60ee5696a4/Martins_CA-2000-A%20Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20Near%20the%20Top%20ok.pdf
Trabalho de evento
A comparative analysis between analytical and FE-based models for flexible pipes subjected to axisymmetric loads (2000)
Ramos Júnior, Roberto ; Pesce, Celso Pupo ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Subjects: MECÂNICA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, TUBOS FLEXÍVEIS
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ABNT
RAMOS JÚNIOR, Roberto e PESCE, Celso Pupo e MARTINS, Clóvis de Arruda. A comparative analysis between analytical and FE-based models for flexible pipes subjected to axisymmetric loads. 2000, Anais.. Cupertino: ISOPE, 2000. Disponível em: https://repositorio.usp.br/directbitstream/5dbf9712-0824-4abb-9093-6306f26e88b4/Martins_CA-2000-A%20Comparative%20Analysis%20Between%20Analytical%20and%20FE-Based%20Models%20for%20Flexible%20Pipes%20ok.pdf. Acesso em: 19 nov. 2024.
APA
Ramos Júnior, R., Pesce, C. P., & Martins, C. de A. (2000). A comparative analysis between analytical and FE-based models for flexible pipes subjected to axisymmetric loads. In Proceedings. Cupertino: ISOPE. Recuperado de https://repositorio.usp.br/directbitstream/5dbf9712-0824-4abb-9093-6306f26e88b4/Martins_CA-2000-A%20Comparative%20Analysis%20Between%20Analytical%20and%20FE-Based%20Models%20for%20Flexible%20Pipes%20ok.pdf
NLM
Ramos Júnior R, Pesce CP, Martins C de A. A comparative analysis between analytical and FE-based models for flexible pipes subjected to axisymmetric loads [Internet]. Proceedings. 2000 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/5dbf9712-0824-4abb-9093-6306f26e88b4/Martins_CA-2000-A%20Comparative%20Analysis%20Between%20Analytical%20and%20FE-Based%20Models%20for%20Flexible%20Pipes%20ok.pdf
Vancouver
Ramos Júnior R, Pesce CP, Martins C de A. A comparative analysis between analytical and FE-based models for flexible pipes subjected to axisymmetric loads [Internet]. Proceedings. 2000 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/5dbf9712-0824-4abb-9093-6306f26e88b4/Martins_CA-2000-A%20Comparative%20Analysis%20Between%20Analytical%20and%20FE-Based%20Models%20for%20Flexible%20Pipes%20ok.pdf
Trabalho de evento
Some remarks on the structural behavior of flexible pipes subjected to axial loading (1999)
Ramos Júnior, Roberto ; Pesce, Celso Pupo ; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: Workshop on Subsea Pipelines. Unidade: EP
Assunto: MECÂNICA DAS ESTRUTURAS
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ABNT
RAMOS JÚNIOR, Roberto e PESCE, Celso Pupo e MARTINS, Clóvis de Arruda. Some remarks on the structural behavior of flexible pipes subjected to axial loading. 1999, Anais.. Rio de Janeiro: Universidade Federal do Rio de Janeiro, 1999. Disponível em: https://repositorio.usp.br/directbitstream/ca4c3d21-3fc4-4609-bc82-d9552cfa1ecf/Martins_CA-1999-some%20remarks%20on%20the%20structural.pdf. Acesso em: 19 nov. 2024.
APA
Ramos Júnior, R., Pesce, C. P., & Martins, C. de A. (1999). Some remarks on the structural behavior of flexible pipes subjected to axial loading. In Proceedings. Rio de Janeiro: Universidade Federal do Rio de Janeiro. Recuperado de https://repositorio.usp.br/directbitstream/ca4c3d21-3fc4-4609-bc82-d9552cfa1ecf/Martins_CA-1999-some%20remarks%20on%20the%20structural.pdf
NLM
Ramos Júnior R, Pesce CP, Martins C de A. Some remarks on the structural behavior of flexible pipes subjected to axial loading [Internet]. Proceedings. 1999 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/ca4c3d21-3fc4-4609-bc82-d9552cfa1ecf/Martins_CA-1999-some%20remarks%20on%20the%20structural.pdf
Vancouver
Ramos Júnior R, Pesce CP, Martins C de A. Some remarks on the structural behavior of flexible pipes subjected to axial loading [Internet]. Proceedings. 1999 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/ca4c3d21-3fc4-4609-bc82-d9552cfa1ecf/Martins_CA-1999-some%20remarks%20on%20the%20structural.pdf
Trabalho de evento
Parametric analysis of steel catenary risers under extreme loads (1999)
Martins, Clóvis de Arruda ; Harada, C A N; Costa, A B
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Subjects: ESTRUTURAS OFFSHORE, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARTINS, Clóvis de Arruda e HARADA, C A N e COSTA, A B. Parametric analysis of steel catenary risers under extreme loads. 1999, Anais.. Cupertino: International Society of Offshore and Polar Engineers, 1999. Disponível em: https://repositorio.usp.br/directbitstream/b19b0723-57b8-4fca-9815-3505abbe48db/Martins_CA-1999-Parametric%20analysis%20of%20steel%20catenary%20risers%20under%20extreme%20loads.pdf. Acesso em: 19 nov. 2024.
APA
Martins, C. de A., Harada, C. A. N., & Costa, A. B. (1999). Parametric analysis of steel catenary risers under extreme loads. In Proceedings. Cupertino: International Society of Offshore and Polar Engineers. Recuperado de https://repositorio.usp.br/directbitstream/b19b0723-57b8-4fca-9815-3505abbe48db/Martins_CA-1999-Parametric%20analysis%20of%20steel%20catenary%20risers%20under%20extreme%20loads.pdf
NLM
Martins C de A, Harada CAN, Costa AB. Parametric analysis of steel catenary risers under extreme loads [Internet]. Proceedings. 1999 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/b19b0723-57b8-4fca-9815-3505abbe48db/Martins_CA-1999-Parametric%20analysis%20of%20steel%20catenary%20risers%20under%20extreme%20loads.pdf
Vancouver
Martins C de A, Harada CAN, Costa AB. Parametric analysis of steel catenary risers under extreme loads [Internet]. Proceedings. 1999 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/b19b0723-57b8-4fca-9815-3505abbe48db/Martins_CA-1999-Parametric%20analysis%20of%20steel%20catenary%20risers%20under%20extreme%20loads.pdf
Trabalho de evento
Parametric analysis of steel catenary risers; fatigue behavior near the touchdown point (1999)
Martins, Clóvis de Arruda ; Costa, A. B.; Harada, C. A. N.; Silva, R. M. C.
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Subjects: ESTRUTURAS OFFSHORE, ENGENHARIA MECÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARTINS, Clóvis de Arruda et al. Parametric analysis of steel catenary risers; fatigue behavior near the touchdown point. 1999, Anais.. Cupertino: International Society of Offshore and Polar Engineers, 1999. Disponível em: https://repositorio.usp.br/directbitstream/27f7e4cf-50d5-4747-8376-645cf3936ca1/Martins_CA-1999-Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20ok.pdf. Acesso em: 19 nov. 2024.
APA
Martins, C. de A., Costa, A. B., Harada, C. A. N., & Silva, R. M. C. (1999). Parametric analysis of steel catenary risers; fatigue behavior near the touchdown point. In Proceedings. Cupertino: International Society of Offshore and Polar Engineers. Recuperado de https://repositorio.usp.br/directbitstream/27f7e4cf-50d5-4747-8376-645cf3936ca1/Martins_CA-1999-Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20ok.pdf
NLM
Martins C de A, Costa AB, Harada CAN, Silva RMC. Parametric analysis of steel catenary risers; fatigue behavior near the touchdown point [Internet]. Proceedings. 1999 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/27f7e4cf-50d5-4747-8376-645cf3936ca1/Martins_CA-1999-Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20ok.pdf
Vancouver
Martins C de A, Costa AB, Harada CAN, Silva RMC. Parametric analysis of steel catenary risers; fatigue behavior near the touchdown point [Internet]. Proceedings. 1999 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/27f7e4cf-50d5-4747-8376-645cf3936ca1/Martins_CA-1999-Parametric%20Analysis%20of%20Steel%20Catenary%20Risers%20Fatigue%20Behavior%20ok.pdf
Trabalho de evento
The soil rigidity effect in the touchdown boundary-layer of a catenary riser: static problem (1998)
Pesce, Celso Pupo ; Aranha, José Augusto Penteado; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Subjects: SISTEMAS DINÂMICOS, ENGENHARIA NAVAL E OCEÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PESCE, Celso Pupo e ARANHA, José Augusto Penteado e MARTINS, Clóvis de Arruda. The soil rigidity effect in the touchdown boundary-layer of a catenary riser: static problem. 1998, Anais.. Golden: International Society of Offshore and Polar Engineers, 1998. Disponível em: https://repositorio.usp.br/directbitstream/390a95a7-64fb-45ae-bc4b-07a830ea97d7/Pesce-1998-Soil%20rigidity%20effect%20in%20the%20touchdown%20boundary%20ok.pdf. Acesso em: 19 nov. 2024.
APA
Pesce, C. P., Aranha, J. A. P., & Martins, C. de A. (1998). The soil rigidity effect in the touchdown boundary-layer of a catenary riser: static problem. In Proceedings. Golden: International Society of Offshore and Polar Engineers. Recuperado de https://repositorio.usp.br/directbitstream/390a95a7-64fb-45ae-bc4b-07a830ea97d7/Pesce-1998-Soil%20rigidity%20effect%20in%20the%20touchdown%20boundary%20ok.pdf
NLM
Pesce CP, Aranha JAP, Martins C de A. The soil rigidity effect in the touchdown boundary-layer of a catenary riser: static problem [Internet]. Proceedings. 1998 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/390a95a7-64fb-45ae-bc4b-07a830ea97d7/Pesce-1998-Soil%20rigidity%20effect%20in%20the%20touchdown%20boundary%20ok.pdf
Vancouver
Pesce CP, Aranha JAP, Martins C de A. The soil rigidity effect in the touchdown boundary-layer of a catenary riser: static problem [Internet]. Proceedings. 1998 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/390a95a7-64fb-45ae-bc4b-07a830ea97d7/Pesce-1998-Soil%20rigidity%20effect%20in%20the%20touchdown%20boundary%20ok.pdf
Trabalho de evento
Catinary riser analysis: asymptotics and experiments (1997)
Pesce, Celso Pupo ; Aranha, José Augusto Penteado; Martins, Clóvis de Arruda
Source: Proceedings. Conference titles: Workshop on Subsea Pipelines. Unidade: EP
Subjects: SISTEMAS DINÂMICOS, ENGENHARIA NAVAL E OCEÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PESCE, Celso Pupo e ARANHA, José Augusto Penteado e MARTINS, Clóvis de Arruda. Catinary riser analysis: asymptotics and experiments. 1997, Anais.. Rio de Janeiro: COPPE/UFRJ, 1997. Disponível em: https://repositorio.usp.br/directbitstream/0c25c89d-5314-4922-aa1b-6986923b0365/Martins_CA-1997-Catenary%20risers%20analysis%20asympotics%20and%20experiments%20ok.pdf. Acesso em: 19 nov. 2024.
APA
Pesce, C. P., Aranha, J. A. P., & Martins, C. de A. (1997). Catinary riser analysis: asymptotics and experiments. In Proceedings. Rio de Janeiro: COPPE/UFRJ. Recuperado de https://repositorio.usp.br/directbitstream/0c25c89d-5314-4922-aa1b-6986923b0365/Martins_CA-1997-Catenary%20risers%20analysis%20asympotics%20and%20experiments%20ok.pdf
NLM
Pesce CP, Aranha JAP, Martins C de A. Catinary riser analysis: asymptotics and experiments [Internet]. Proceedings. 1997 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/0c25c89d-5314-4922-aa1b-6986923b0365/Martins_CA-1997-Catenary%20risers%20analysis%20asympotics%20and%20experiments%20ok.pdf
Vancouver
Pesce CP, Aranha JAP, Martins C de A. Catinary riser analysis: asymptotics and experiments [Internet]. Proceedings. 1997 ;[citado 2024 nov. 19 ] Available from: https://repositorio.usp.br/directbitstream/0c25c89d-5314-4922-aa1b-6986923b0365/Martins_CA-1997-Catenary%20risers%20analysis%20asympotics%20and%20experiments%20ok.pdf

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