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You searched for subject:(soil pipeline interaction). Showing records 1 – 11 of 11 total matches.

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University of Houston

1. Kheiri, Pooya. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.

Degree: MS, Civil Engineering, 2014, University of Houston

 It is critical to ensure the durability of the oil and gas production infrastructures from borehole to pipelines. Rheology properties and hardening characteristics are some… (more)

Subjects/Keywords: Smart cement; Oil well cement; Offshore pipeline; Pipe soil interaction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kheiri, P. (2014). Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1912

Chicago Manual of Style (16th Edition):

Kheiri, Pooya. “Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.” 2014. Masters Thesis, University of Houston. Accessed January 24, 2021. http://hdl.handle.net/10657/1912.

MLA Handbook (7th Edition):

Kheiri, Pooya. “Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil.” 2014. Web. 24 Jan 2021.

Vancouver:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Internet] [Masters thesis]. University of Houston; 2014. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10657/1912.

Council of Science Editors:

Kheiri P. Modeling the Behavior of Smart Oil Well Cements and Offshore Pipe-Soil Interaction in Very Soft Soil. [Masters Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1912


Cornell University

2. Argyrou, Christina. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 The primary focus of this thesis is the evaluation through experimental and numerical investigations of pipeline performance under earthquake-induced ground deformation. This kind of deformation… (more)

Subjects/Keywords: Finite Element Modeling; cured-in-place linings; pipelines; seismic retrofit; soil-pipeline interaction; Civil engineering

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APA (6th Edition):

Argyrou, C. (2018). PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59321

Chicago Manual of Style (16th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Doctoral Dissertation, Cornell University. Accessed January 24, 2021. http://hdl.handle.net/1813/59321.

MLA Handbook (7th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Web. 24 Jan 2021.

Vancouver:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1813/59321.

Council of Science Editors:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59321


Pontifical Catholic University of Rio de Janeiro

3. SAMUEL FELIPE MOLLEPAZA TARAZONA. [en] CENTRIFUGE MODELLING OF THE LATERAL AND AXIAL MOVEMENTS OF OIL PIPES IN A SAND SEABED.

Degree: 2016, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho aborda uma análise do problema de interação solo-duto através de modelagem em centrífuga da movimentação lateral e axial de dutos em modelos… (more)

Subjects/Keywords: [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION; [pt] MODELAGEM CENTRIFUGA; [pt] RESISTENCIA BREAKOUT

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APA (6th Edition):

TARAZONA, S. F. M. (2016). [en] CENTRIFUGE MODELLING OF THE LATERAL AND AXIAL MOVEMENTS OF OIL PIPES IN A SAND SEABED. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=28147

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

TARAZONA, SAMUEL FELIPE MOLLEPAZA. “[en] CENTRIFUGE MODELLING OF THE LATERAL AND AXIAL MOVEMENTS OF OIL PIPES IN A SAND SEABED.” 2016. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=28147.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

TARAZONA, SAMUEL FELIPE MOLLEPAZA. “[en] CENTRIFUGE MODELLING OF THE LATERAL AND AXIAL MOVEMENTS OF OIL PIPES IN A SAND SEABED.” 2016. Web. 24 Jan 2021.

Vancouver:

TARAZONA SFM. [en] CENTRIFUGE MODELLING OF THE LATERAL AND AXIAL MOVEMENTS OF OIL PIPES IN A SAND SEABED. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2016. [cited 2021 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=28147.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

TARAZONA SFM. [en] CENTRIFUGE MODELLING OF THE LATERAL AND AXIAL MOVEMENTS OF OIL PIPES IN A SAND SEABED. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2016. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=28147

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

4. ZHANG ZHISHEN. PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION.

Degree: 2018, National University of Singapore

Subjects/Keywords: Pipe-soil interaction; free span pipeline; Vortex-Induced Vibration; subsea pipeline

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APA (6th Edition):

ZHISHEN, Z. (2018). PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/151875

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ZHISHEN, ZHANG. “PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION.” 2018. Thesis, National University of Singapore. Accessed January 24, 2021. http://scholarbank.nus.edu.sg/handle/10635/151875.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ZHISHEN, ZHANG. “PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION.” 2018. Web. 24 Jan 2021.

Vancouver:

ZHISHEN Z. PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION. [Internet] [Thesis]. National University of Singapore; 2018. [cited 2021 Jan 24]. Available from: http://scholarbank.nus.edu.sg/handle/10635/151875.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ZHISHEN Z. PIPE-SOIL INTERACTION ON FREE SPAN SHOULDER DURING VORTEX-INDUCED VIBRATION. [Thesis]. National University of Singapore; 2018. Available from: http://scholarbank.nus.edu.sg/handle/10635/151875

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

5. Slingsby, M.J. (author). Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations.

Degree: 2015, Delft University of Technology

 When currents are present around a subsea pipeline, vortices are shed alternately from the upper and lower sides of the pipe. The vortex shedding can… (more)

Subjects/Keywords: Vortex-Induced Vibrations; VIV; span; dynamic interaction; wake; oscillator; soil support; subsea; pipeline; time-domain; pipe-wake

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APA (6th Edition):

Slingsby, M. J. (. (2015). Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215

Chicago Manual of Style (16th Edition):

Slingsby, M J (author). “Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations.” 2015. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215.

MLA Handbook (7th Edition):

Slingsby, M J (author). “Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations.” 2015. Web. 24 Jan 2021.

Vancouver:

Slingsby MJ(. Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215.

Council of Science Editors:

Slingsby MJ(. Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215


University of Ottawa

6. Al-Khazaali, Mohammed. Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics .

Degree: 2019, University of Ottawa

 Rapid growth in population along with positive trends in global economy over the past several decades has significantly contributed to an increased demand for various… (more)

Subjects/Keywords: Soil-structure interaction; Pile foundations; Pile group foundations; Pipeline; Unsaturated soil; Suction; Experimental model; Physical model; Numerical modelling; Dilation; Group action; Pull-out force

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APA (6th Edition):

Al-Khazaali, M. (2019). Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/38843

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Al-Khazaali, Mohammed. “Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics .” 2019. Thesis, University of Ottawa. Accessed January 24, 2021. http://hdl.handle.net/10393/38843.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Al-Khazaali, Mohammed. “Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics .” 2019. Web. 24 Jan 2021.

Vancouver:

Al-Khazaali M. Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics . [Internet] [Thesis]. University of Ottawa; 2019. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10393/38843.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Al-Khazaali M. Soil-Pile, Pile Group Foundations and Pipeline Systems Interaction Behavior Extending Saturated and Unsaturated Soil Mechanics . [Thesis]. University of Ottawa; 2019. Available from: http://hdl.handle.net/10393/38843

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Cambridge

7. Zhao, Xuanyu. Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements.

Degree: PhD, 2019, University of Cambridge

Soil/water interaction is a central challenge for studying hydraulic problems such as seepage flows through embankments, overtopping induced dam failures and the erosion of riverbanks… (more)

Subjects/Keywords: material point method; soil/water interaction modelling; two-point MPM; scour around pipeline; overtopping; dike failure; seepage flows; dam-breaking floods; hydraulic engineering; geotechnical engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Zhao, X. (2019). Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/296498

Chicago Manual of Style (16th Edition):

Zhao, Xuanyu. “Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements.” 2019. Doctoral Dissertation, University of Cambridge. Accessed January 24, 2021. https://www.repository.cam.ac.uk/handle/1810/296498.

MLA Handbook (7th Edition):

Zhao, Xuanyu. “Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements.” 2019. Web. 24 Jan 2021.

Vancouver:

Zhao X. Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements. [Internet] [Doctoral dissertation]. University of Cambridge; 2019. [cited 2021 Jan 24]. Available from: https://www.repository.cam.ac.uk/handle/1810/296498.

Council of Science Editors:

Zhao X. Improvements of MPM and Its Applications in Modelling Rapid Soil/Water Movements. [Doctoral Dissertation]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/296498


Kyoto University

8. FARZAD, TALEBI. STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES .

Degree: 2020, Kyoto University

Subjects/Keywords: Buried pipeline; Soil-pipe interaction; FEM; analytical solution; Fault crossing; strike-slip; Earthquake

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

FARZAD, T. (2020). STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/259023

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

FARZAD, TALEBI. “STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES .” 2020. Thesis, Kyoto University. Accessed January 24, 2021. http://hdl.handle.net/2433/259023.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

FARZAD, TALEBI. “STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES .” 2020. Web. 24 Jan 2021.

Vancouver:

FARZAD T. STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES . [Internet] [Thesis]. Kyoto University; 2020. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2433/259023.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

FARZAD T. STUDY ON BEHAVIOR OF BURIED PIPELINES SUBJECTED TO EARTHQUAKE FAULT MOVEMENT BY ANALYTICAL NUMERICAL AND EXPERIMENTAL APPROACHES . [Thesis]. Kyoto University; 2020. Available from: http://hdl.handle.net/2433/259023

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

9. IGOR EDUARDO OTINIANO MEJIA. [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION.

Degree: 2009, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho apresenta-se uma metodologia de análise do comportamento mecânico de dutos enterrados usados no transporte de gás e outros fluidos sujeitos a cargas… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

MEJIA, I. E. O. (2009). [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MEJIA, IGOR EDUARDO OTINIANO. “[en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION.” 2009. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MEJIA, IGOR EDUARDO OTINIANO. “[en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION.” 2009. Web. 24 Jan 2021.

Vancouver:

MEJIA IEO. [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. [cited 2021 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MEJIA IEO. [en] DYNAMIC BEHAVIOR OF BURIED PIPES: METHODOLOGY AND COMPUTATIONAL IMPLEMENTATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13214

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

10. MARIANNA ANSILIERO DE OLIVEIRA COELHO. [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS.

Degree: 2009, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho é realizado um estudo da estabilidade de dutos enterrados submetidos a cargas térmicas. As cargas térmicas são devidas ao aquecimento do fluido… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION; [pt] CARGA TERMICA; [en] THERMAL LOAD

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

COELHO, M. A. D. O. (2009). [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

COELHO, MARIANNA ANSILIERO DE OLIVEIRA. “[en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS.” 2009. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

COELHO, MARIANNA ANSILIERO DE OLIVEIRA. “[en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS.” 2009. Web. 24 Jan 2021.

Vancouver:

COELHO MADO. [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. [cited 2021 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

COELHO MADO. [en] STABILITY OF BURIED PIPES UNDER THERMAL LOADS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14132

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

11. IGOR EDUARDO OTINIANO MEJIA. [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] Apresenta-se uma metodologia de análise numérica para dutos enterrados usados no transporte de petróleo e gás, considerando não-linearidades geométricas e não linearidades de material… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] DUTOS ENTERRADOS; [en] BURIED PIPES; [pt] TECNICA RMDI; [en] RMDI TECHNIQUE; [pt] EQUACAO DE TRABALHO VIRTUAL; [en] VIRTUAL WORK EQUATION; [pt] INTERACAO SOLO-DUTO; [en] PIPELINE-SOIL INTERACTION

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

MEJIA, I. E. O. (2003). [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

MEJIA, IGOR EDUARDO OTINIANO. “[en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

MEJIA, IGOR EDUARDO OTINIANO. “[en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES.” 2003. Web. 24 Jan 2021.

Vancouver:

MEJIA IEO. [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2021 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

MEJIA IEO. [en] A NUMERICAL MODEL FOR THE ANALYSIS OF BURRIED PIPES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3751

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

.