ReP USP - Resultado da busca

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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] Available from: https://doi.org/10.1115/OMAE2017-62167
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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] Available from: https://doi.org/10.1115/OMAE2017-62128
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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] Available from: https://doi.org/10.1115/OMAE2017-61857
Trabalho de evento
Equivalent model for interlocked carcass under axial loads (2016)
Provasi, Rodrigo ; Toni, Fernando Geremias ; Martins, Clóvis de Arruda
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] Available from: https://doi.org/10.1115/OMAE2016-54381
Trabalho de evento
Parametric analysis on the crushing resistance of flexible pipes under installation loads (2016)
Mendonça, Heloisa Guedes ; Martins, Clóvis de Arruda
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] Available from: https://doi.org/10.1115/OMAE2016-54453
Trabalho de evento
Finite element analysis of flexible pipes under compression (2014)
Malta, Eduardo Ribeiro ; Martins, Clóvis de Arruda
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Conference on Ocean, Offshore and Arctic Engineering. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] Available from: https://doi.org/10.1115/OMAE2013-10263
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
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: 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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
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.
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: ESTRUTURAS OFFSHORE, ENGENHARIA MECÂNICA
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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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: SISTEMAS DINÂMICOS, ENGENHARIA NAVAL E OCEÂNICA
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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: 30 nov. 2025.
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 2025 nov. 30 ] 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 2025 nov. 30 ] 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
Dynamic curvature in catenary risers at the touch down point: an experimental study and the analitical boundary-layer solution (1997)
Pesce, Celso Pupo ; Aranha, José Augusto Penteado; Martins, Clóvis de Arruda ; Ricardo, Octávio Gaspar de Souza; Silva, S
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: 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 et al. Dynamic curvature in catenary risers at the touch down point: an experimental study and the analitical boundary-layer solution. 1997, Anais.. Golden: Isope, 1997. Disponível em: https://repositorio.usp.br/directbitstream/da3e6cf0-05d3-4590-aefb-e87db2028a5d/Martins_CA-1997-Dynamic%20curvature%20in%20catenary%20risers%20at%20the%20touch%20down%20point%20ok.pdf. Acesso em: 30 nov. 2025.
APA
Pesce, C. P., Aranha, J. A. P., Martins, C. de A., Ricardo, O. G. de S., & Silva, S. (1997). Dynamic curvature in catenary risers at the touch down point: an experimental study and the analitical boundary-layer solution. In Proceedings. Golden: Isope. Recuperado de https://repositorio.usp.br/directbitstream/da3e6cf0-05d3-4590-aefb-e87db2028a5d/Martins_CA-1997-Dynamic%20curvature%20in%20catenary%20risers%20at%20the%20touch%20down%20point%20ok.pdf
NLM
Pesce CP, Aranha JAP, Martins C de A, Ricardo OG de S, Silva S. Dynamic curvature in catenary risers at the touch down point: an experimental study and the analitical boundary-layer solution [Internet]. Proceedings. 1997 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/da3e6cf0-05d3-4590-aefb-e87db2028a5d/Martins_CA-1997-Dynamic%20curvature%20in%20catenary%20risers%20at%20the%20touch%20down%20point%20ok.pdf
Vancouver
Pesce CP, Aranha JAP, Martins C de A, Ricardo OG de S, Silva S. Dynamic curvature in catenary risers at the touch down point: an experimental study and the analitical boundary-layer solution [Internet]. Proceedings. 1997 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/da3e6cf0-05d3-4590-aefb-e87db2028a5d/Martins_CA-1997-Dynamic%20curvature%20in%20catenary%20risers%20at%20the%20touch%20down%20point%20ok.pdf
Trabalho de evento
Quasi-linear model of a tanker in a turret configuration (1997)
Martins, Clóvis de Arruda ; Martins, Marcelo Ramos ; Leite, Alexandre J P; Aranha, José Augusto Penteado
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: SISTEMAS DINÂMICOS, ENGENHARIA NAVAL E OCEÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARTINS, Clóvis de Arruda et al. Quasi-linear model of a tanker in a turret configuration. 1997, Anais.. Golden: Isope, 1997. Disponível em: https://repositorio.usp.br/directbitstream/0d6250f1-89f9-484b-a0a2-4f7f082e1654/Martins_CA-1997-Quasi%20linear%20model%20of%20a%20tanker%20in%20a%20turret%20configuration%20ok.pdf. Acesso em: 30 nov. 2025.
APA
Martins, C. de A., Martins, M. R., Leite, A. J. P., & Aranha, J. A. P. (1997). Quasi-linear model of a tanker in a turret configuration. In Proceedings. Golden: Isope. Recuperado de https://repositorio.usp.br/directbitstream/0d6250f1-89f9-484b-a0a2-4f7f082e1654/Martins_CA-1997-Quasi%20linear%20model%20of%20a%20tanker%20in%20a%20turret%20configuration%20ok.pdf
NLM
Martins C de A, Martins MR, Leite AJP, Aranha JAP. Quasi-linear model of a tanker in a turret configuration [Internet]. Proceedings. 1997 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/0d6250f1-89f9-484b-a0a2-4f7f082e1654/Martins_CA-1997-Quasi%20linear%20model%20of%20a%20tanker%20in%20a%20turret%20configuration%20ok.pdf
Vancouver
Martins C de A, Martins MR, Leite AJP, Aranha JAP. Quasi-linear model of a tanker in a turret configuration [Internet]. Proceedings. 1997 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/0d6250f1-89f9-484b-a0a2-4f7f082e1654/Martins_CA-1997-Quasi%20linear%20model%20of%20a%20tanker%20in%20a%20turret%20configuration%20ok.pdf
Trabalho de evento
Mooring system optimization with application to a weather vane ship (1995)
Martins, Clóvis de Arruda ; Leite, A; Aranha, José Augusto Penteado
Fonte: Proceedings. Nome do evento: International Conference on Offshore Mechanics and Arctic Engineering. Unidade: EP
Assunto: ENGENHARIA NAVAL E OCEÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARTINS, Clóvis de Arruda e LEITE, A e ARANHA, José Augusto Penteado. Mooring system optimization with application to a weather vane ship. 1995, Anais.. New York: Asce, 1995. Disponível em: https://repositorio.usp.br/directbitstream/ef7b83b0-7897-47b7-9702-5213e2b6f998/Martins_CA-1995-Mooring%20system%20optimization%20with%20application%20ok.pdf. Acesso em: 30 nov. 2025.
APA
Martins, C. de A., Leite, A., & Aranha, J. A. P. (1995). Mooring system optimization with application to a weather vane ship. In Proceedings. New York: Asce. Recuperado de https://repositorio.usp.br/directbitstream/ef7b83b0-7897-47b7-9702-5213e2b6f998/Martins_CA-1995-Mooring%20system%20optimization%20with%20application%20ok.pdf
NLM
Martins C de A, Leite A, Aranha JAP. Mooring system optimization with application to a weather vane ship [Internet]. Proceedings. 1995 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/ef7b83b0-7897-47b7-9702-5213e2b6f998/Martins_CA-1995-Mooring%20system%20optimization%20with%20application%20ok.pdf
Vancouver
Martins C de A, Leite A, Aranha JAP. Mooring system optimization with application to a weather vane ship [Internet]. Proceedings. 1995 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/ef7b83b0-7897-47b7-9702-5213e2b6f998/Martins_CA-1995-Mooring%20system%20optimization%20with%20application%20ok.pdf
Trabalho de evento
Steel catenary risers for deep water applications (1995)
Pesce, Celso Pupo ; Aranha, José Augusto Penteado; Martins, Clóvis de Arruda ; Pinto, M O
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assuntos: ENGENHARIA NAVAL E OCEÂNICA, ESTRUTURAS OFFSHORE
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PESCE, Celso Pupo et al. Steel catenary risers for deep water applications. 1995, Anais.. Golden: International Society of Offshore and Polar Engineers, 1995. Disponível em: https://repositorio.usp.br/directbitstream/e8e9bafd-5a5d-49d9-9e1a-cb032606fbb1/Martins_CA-1995-Steel%20catenary%20risers%20for%20deep%20water%20applications%20ok.pdf. Acesso em: 30 nov. 2025.
APA
Pesce, C. P., Aranha, J. A. P., Martins, C. de A., & Pinto, M. O. (1995). Steel catenary risers for deep water applications. In Proceedings. Golden: International Society of Offshore and Polar Engineers. Recuperado de https://repositorio.usp.br/directbitstream/e8e9bafd-5a5d-49d9-9e1a-cb032606fbb1/Martins_CA-1995-Steel%20catenary%20risers%20for%20deep%20water%20applications%20ok.pdf
NLM
Pesce CP, Aranha JAP, Martins C de A, Pinto MO. Steel catenary risers for deep water applications [Internet]. Proceedings. 1995 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/e8e9bafd-5a5d-49d9-9e1a-cb032606fbb1/Martins_CA-1995-Steel%20catenary%20risers%20for%20deep%20water%20applications%20ok.pdf
Vancouver
Pesce CP, Aranha JAP, Martins C de A, Pinto MO. Steel catenary risers for deep water applications [Internet]. Proceedings. 1995 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/e8e9bafd-5a5d-49d9-9e1a-cb032606fbb1/Martins_CA-1995-Steel%20catenary%20risers%20for%20deep%20water%20applications%20ok.pdf
Trabalho de evento
Mechanics of submerged cables: asymptotic solution and dynamic tension (1993)
Aranha, José Augusto Penteado; Pesce, Celso Pupo ; Martins, Clóvis de Arruda ; Andrade, Bernardo Luís Rodrigues de
Fonte: Proceedings. Nome do evento: International Offshore and Polar Engineering Conference. Unidade: EP
Assunto: ENGENHARIA NAVAL E OCEÂNICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ARANHA, José Augusto Penteado et al. Mechanics of submerged cables: asymptotic solution and dynamic tension. 1993, Anais.. Golden: Isope, 1993. Disponível em: https://repositorio.usp.br/directbitstream/7d3e6160-0104-4ba7-beb8-2566d76f3bfe/Martins_CA-1993-Mechanics%20of%20submerged%20cables%20asymptotic%20ok.pdf. Acesso em: 30 nov. 2025.
APA
Aranha, J. A. P., Pesce, C. P., Martins, C. de A., & Andrade, B. L. R. de. (1993). Mechanics of submerged cables: asymptotic solution and dynamic tension. In Proceedings. Golden: Isope. Recuperado de https://repositorio.usp.br/directbitstream/7d3e6160-0104-4ba7-beb8-2566d76f3bfe/Martins_CA-1993-Mechanics%20of%20submerged%20cables%20asymptotic%20ok.pdf
NLM
Aranha JAP, Pesce CP, Martins C de A, Andrade BLR de. Mechanics of submerged cables: asymptotic solution and dynamic tension [Internet]. Proceedings. 1993 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/7d3e6160-0104-4ba7-beb8-2566d76f3bfe/Martins_CA-1993-Mechanics%20of%20submerged%20cables%20asymptotic%20ok.pdf
Vancouver
Aranha JAP, Pesce CP, Martins C de A, Andrade BLR de. Mechanics of submerged cables: asymptotic solution and dynamic tension [Internet]. Proceedings. 1993 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/7d3e6160-0104-4ba7-beb8-2566d76f3bfe/Martins_CA-1993-Mechanics%20of%20submerged%20cables%20asymptotic%20ok.pdf

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