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You searched for subject:(Offshore pipelines). Showing records 1 – 17 of 17 total matches.

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Heriot-Watt University

1. Chen, Zhenxin. The mechanical behaviour and fatigue analysis of flexible pipes.

Degree: PhD, 1990, Heriot-Watt University

Subjects/Keywords: 621.69; Offshore pipelines

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APA (6th Edition):

Chen, Z. (1990). The mechanical behaviour and fatigue analysis of flexible pipes. (Doctoral Dissertation). Heriot-Watt University. Retrieved from http://hdl.handle.net/10399/1292

Chicago Manual of Style (16th Edition):

Chen, Zhenxin. “The mechanical behaviour and fatigue analysis of flexible pipes.” 1990. Doctoral Dissertation, Heriot-Watt University. Accessed January 21, 2020. http://hdl.handle.net/10399/1292.

MLA Handbook (7th Edition):

Chen, Zhenxin. “The mechanical behaviour and fatigue analysis of flexible pipes.” 1990. Web. 21 Jan 2020.

Vancouver:

Chen Z. The mechanical behaviour and fatigue analysis of flexible pipes. [Internet] [Doctoral dissertation]. Heriot-Watt University; 1990. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10399/1292.

Council of Science Editors:

Chen Z. The mechanical behaviour and fatigue analysis of flexible pipes. [Doctoral Dissertation]. Heriot-Watt University; 1990. Available from: http://hdl.handle.net/10399/1292


Heriot-Watt University

2. Yahaya, Nordin. The use of inspection data in the structural assessment of corroding pipelines.

Degree: PhD, 1999, Heriot-Watt University

Subjects/Keywords: 620.11223; Offshore pipelines; Corrosion; Reliability

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APA (6th Edition):

Yahaya, N. (1999). The use of inspection data in the structural assessment of corroding pipelines. (Doctoral Dissertation). Heriot-Watt University. Retrieved from http://hdl.handle.net/10399/1150

Chicago Manual of Style (16th Edition):

Yahaya, Nordin. “The use of inspection data in the structural assessment of corroding pipelines.” 1999. Doctoral Dissertation, Heriot-Watt University. Accessed January 21, 2020. http://hdl.handle.net/10399/1150.

MLA Handbook (7th Edition):

Yahaya, Nordin. “The use of inspection data in the structural assessment of corroding pipelines.” 1999. Web. 21 Jan 2020.

Vancouver:

Yahaya N. The use of inspection data in the structural assessment of corroding pipelines. [Internet] [Doctoral dissertation]. Heriot-Watt University; 1999. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10399/1150.

Council of Science Editors:

Yahaya N. The use of inspection data in the structural assessment of corroding pipelines. [Doctoral Dissertation]. Heriot-Watt University; 1999. Available from: http://hdl.handle.net/10399/1150


University of Western Australia

3. Chatterjee, Santiram. Numerical modelling of pipe-soil interactions.

Degree: PhD, 2012, University of Western Australia

[Truncated abstract] This thesis described research into the pipe-soil interaction forces during large movements of deep-water pipelines, using numerical methods. Vertical penetration, lateral break-out and… (more)

Subjects/Keywords: Pipelines; Offshore engineering; Numerical modelling; Clays; Shear strength; Consolidation

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APA (6th Edition):

Chatterjee, S. (2012). Numerical modelling of pipe-soil interactions. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34172&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Chatterjee, Santiram. “Numerical modelling of pipe-soil interactions.” 2012. Doctoral Dissertation, University of Western Australia. Accessed January 21, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34172&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Chatterjee, Santiram. “Numerical modelling of pipe-soil interactions.” 2012. Web. 21 Jan 2020.

Vancouver:

Chatterjee S. Numerical modelling of pipe-soil interactions. [Internet] [Doctoral dissertation]. University of Western Australia; 2012. [cited 2020 Jan 21]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34172&local_base=GEN01-INS01.

Council of Science Editors:

Chatterjee S. Numerical modelling of pipe-soil interactions. [Doctoral Dissertation]. University of Western Australia; 2012. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34172&local_base=GEN01-INS01


Delft University of Technology

4. Katsikogiannis, G.K. Pipeline Rotation Analysis & Modeling During S-Lay Installation:.

Degree: 2015, Delft University of Technology

 The safety of offshore pipelines during installation has drawn a great deal of attention due to the combined actions of high external pressure, axial tension… (more)

Subjects/Keywords: offshore pipelines; pipeline rotation; S-lay Method; residual curvature; energy minimization

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APA (6th Edition):

Katsikogiannis, G. K. (2015). Pipeline Rotation Analysis & Modeling During S-Lay Installation:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d93866a3-f1e4-4636-a893-ad113867011d

Chicago Manual of Style (16th Edition):

Katsikogiannis, G K. “Pipeline Rotation Analysis & Modeling During S-Lay Installation:.” 2015. Masters Thesis, Delft University of Technology. Accessed January 21, 2020. http://resolver.tudelft.nl/uuid:d93866a3-f1e4-4636-a893-ad113867011d.

MLA Handbook (7th Edition):

Katsikogiannis, G K. “Pipeline Rotation Analysis & Modeling During S-Lay Installation:.” 2015. Web. 21 Jan 2020.

Vancouver:

Katsikogiannis GK. Pipeline Rotation Analysis & Modeling During S-Lay Installation:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jan 21]. Available from: http://resolver.tudelft.nl/uuid:d93866a3-f1e4-4636-a893-ad113867011d.

Council of Science Editors:

Katsikogiannis GK. Pipeline Rotation Analysis & Modeling During S-Lay Installation:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:d93866a3-f1e4-4636-a893-ad113867011d


University of Western Australia

5. Hodder, Matthew Steven. Geotechnical analysis of offshore pipelines and steel catenary risers.

Degree: PhD, 2009, University of Western Australia

As hydrocarbon developments move further offshore into deeper water, the pipelines and risers used in the transportation of oil and gas form an increasingly significant… (more)

Subjects/Keywords: Engineering geology; Pipelines; Riser pipe; Soil-structure interaction; Pipelines; Soil-structure interaction; Soil mechanics; Offshore engineering; Geotechnical engineering; Centifuge modelling

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APA (6th Edition):

Hodder, M. S. (2009). Geotechnical analysis of offshore pipelines and steel catenary risers. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Hodder, Matthew Steven. “Geotechnical analysis of offshore pipelines and steel catenary risers.” 2009. Doctoral Dissertation, University of Western Australia. Accessed January 21, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Hodder, Matthew Steven. “Geotechnical analysis of offshore pipelines and steel catenary risers.” 2009. Web. 21 Jan 2020.

Vancouver:

Hodder MS. Geotechnical analysis of offshore pipelines and steel catenary risers. [Internet] [Doctoral dissertation]. University of Western Australia; 2009. [cited 2020 Jan 21]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01.

Council of Science Editors:

Hodder MS. Geotechnical analysis of offshore pipelines and steel catenary risers. [Doctoral Dissertation]. University of Western Australia; 2009. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26630&local_base=GEN01-INS01


University of Oxford

6. Macaro, Giulia. Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils.

Degree: PhD, 2015, University of Oxford

Offshore on-bottom pipelines are subjected to cycles of thermal and pressure-induced axial expansion, which can cause them to buckle laterally. For an elegant and cost-effective… (more)

Subjects/Keywords: 621.8; Civil engineering; Geotechnical engineering; Offshore foundations; distint element method; offshore pipelines; numerical modelling; pipe-soil interaction; granular materials

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APA (6th Edition):

Macaro, G. (2015). Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887

Chicago Manual of Style (16th Edition):

Macaro, Giulia. “Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils.” 2015. Doctoral Dissertation, University of Oxford. Accessed January 21, 2020. http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887.

MLA Handbook (7th Edition):

Macaro, Giulia. “Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils.” 2015. Web. 21 Jan 2020.

Vancouver:

Macaro G. Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils. [Internet] [Doctoral dissertation]. University of Oxford; 2015. [cited 2020 Jan 21]. Available from: http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887.

Council of Science Editors:

Macaro G. Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils. [Doctoral Dissertation]. University of Oxford; 2015. Available from: http://ora.ox.ac.uk/objects/uuid:cf38c129-502f-4d7d-aa8c-fea5d95ad2d2 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.692887


Université de Bordeaux I

7. Giaccobi, Stéphane. Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine : The emergence of a political entrepreneurs group in Egypt : The case study of the Hizb Al-Wasat.

Degree: Docteur es, Mécanique et ingénierie, 2009, Université de Bordeaux I

Les méthodes de sélection de matériaux monolithiques peuvent conduire à des impasses lorsque les exigences fonctionnelles sont très élevées ou contradictoires. Le passage aux multimatériaux… (more)

Subjects/Keywords: Conception des multimatériaux; Conduites pétrolières offshore; Programmation sous contraintes; Sélection des matériaux; Multi-materials design; Offshore pipelines; Constraints programming; Materials selection

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APA (6th Edition):

Giaccobi, S. (2009). Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine : The emergence of a political entrepreneurs group in Egypt : The case study of the Hizb Al-Wasat. (Doctoral Dissertation). Université de Bordeaux I. Retrieved from http://www.theses.fr/2009BOR13829

Chicago Manual of Style (16th Edition):

Giaccobi, Stéphane. “Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine : The emergence of a political entrepreneurs group in Egypt : The case study of the Hizb Al-Wasat.” 2009. Doctoral Dissertation, Université de Bordeaux I. Accessed January 21, 2020. http://www.theses.fr/2009BOR13829.

MLA Handbook (7th Edition):

Giaccobi, Stéphane. “Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine : The emergence of a political entrepreneurs group in Egypt : The case study of the Hizb Al-Wasat.” 2009. Web. 21 Jan 2020.

Vancouver:

Giaccobi S. Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine : The emergence of a political entrepreneurs group in Egypt : The case study of the Hizb Al-Wasat. [Internet] [Doctoral dissertation]. Université de Bordeaux I; 2009. [cited 2020 Jan 21]. Available from: http://www.theses.fr/2009BOR13829.

Council of Science Editors:

Giaccobi S. Méthode de conception de multimatériaux à architecture multicouche : application à la conception d’une canalisation sous-marine : The emergence of a political entrepreneurs group in Egypt : The case study of the Hizb Al-Wasat. [Doctoral Dissertation]. Université de Bordeaux I; 2009. Available from: http://www.theses.fr/2009BOR13829


University of Oslo

8. Johnsen, Arne-Kristian Krydsby. Modelling, analysis and qualification of thin steel membrane in Hot Tap Tee.

Degree: 2009, University of Oslo

 Nemo Engineering AS (Nemo) has built a series of Tees for welding into offshore pipelines for transportation of hydrocarbons. The purpose with the Tees is… (more)

Subjects/Keywords: ikke-lineær FEM analyse olje gass mekanikk rørledning offshore pipelines; VDP::413

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APA (6th Edition):

Johnsen, A. K. (2009). Modelling, analysis and qualification of thin steel membrane in Hot Tap Tee. (Thesis). University of Oslo. Retrieved from http://urn.nb.no/URN:NBN:no-23168 ; https://www.duo.uio.no/handle/10852/10901 ; Fulltext https://www.duo.uio.no/bitstream/handle/10852/10901/1/master_akj.pdf

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):

Johnsen, Arne-Kristian Krydsby. “Modelling, analysis and qualification of thin steel membrane in Hot Tap Tee.” 2009. Thesis, University of Oslo. Accessed January 21, 2020. http://urn.nb.no/URN:NBN:no-23168 ; https://www.duo.uio.no/handle/10852/10901 ; Fulltext https://www.duo.uio.no/bitstream/handle/10852/10901/1/master_akj.pdf.

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

MLA Handbook (7th Edition):

Johnsen, Arne-Kristian Krydsby. “Modelling, analysis and qualification of thin steel membrane in Hot Tap Tee.” 2009. Web. 21 Jan 2020.

Vancouver:

Johnsen AK. Modelling, analysis and qualification of thin steel membrane in Hot Tap Tee. [Internet] [Thesis]. University of Oslo; 2009. [cited 2020 Jan 21]. Available from: http://urn.nb.no/URN:NBN:no-23168 ; https://www.duo.uio.no/handle/10852/10901 ; Fulltext https://www.duo.uio.no/bitstream/handle/10852/10901/1/master_akj.pdf.

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

Council of Science Editors:

Johnsen AK. Modelling, analysis and qualification of thin steel membrane in Hot Tap Tee. [Thesis]. University of Oslo; 2009. Available from: http://urn.nb.no/URN:NBN:no-23168 ; https://www.duo.uio.no/handle/10852/10901 ; Fulltext https://www.duo.uio.no/bitstream/handle/10852/10901/1/master_akj.pdf

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


University of Western Australia

9. Westgate, Zachary J. The as-laid embedment of subsea pipelines /by Zachary J. Westgate.

Degree: PhD, 2013, University of Western Australia

The behaviour of a subsea pipeline is strongly influenced by its level of embedment into the seabed. In deep water, the in-service embedment of a… (more)

Subjects/Keywords: Pipelines; Geotechnical; Subsea; Offshore; Pipe laying; Soil mechanics; Lay effects; Shear strength

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APA (6th Edition):

Westgate, Z. J. (2013). The as-laid embedment of subsea pipelines /by Zachary J. Westgate. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34698&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Westgate, Zachary J. “The as-laid embedment of subsea pipelines /by Zachary J. Westgate.” 2013. Doctoral Dissertation, University of Western Australia. Accessed January 21, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34698&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Westgate, Zachary J. “The as-laid embedment of subsea pipelines /by Zachary J. Westgate.” 2013. Web. 21 Jan 2020.

Vancouver:

Westgate ZJ. The as-laid embedment of subsea pipelines /by Zachary J. Westgate. [Internet] [Doctoral dissertation]. University of Western Australia; 2013. [cited 2020 Jan 21]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34698&local_base=GEN01-INS01.

Council of Science Editors:

Westgate ZJ. The as-laid embedment of subsea pipelines /by Zachary J. Westgate. [Doctoral Dissertation]. University of Western Australia; 2013. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34698&local_base=GEN01-INS01


University of Western Australia

10. Sahdi, Fauzan. The changing strength of clay and its application to offshore pipeline design.

Degree: PhD, 2013, University of Western Australia

[Truncated abstract] Offshore pipelines form an integral part of any offshore hydrocarbon production field and ensuring the security of these vital 'arteries' from either environmental… (more)

Subjects/Keywords: Undrained strength; Cyclic loading; Reconsolidation; Submarine slide; Offshore pipelines; Penetrometer; Rate effects

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APA (6th Edition):

Sahdi, F. (2013). The changing strength of clay and its application to offshore pipeline design. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34160&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Sahdi, Fauzan. “The changing strength of clay and its application to offshore pipeline design.” 2013. Doctoral Dissertation, University of Western Australia. Accessed January 21, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34160&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Sahdi, Fauzan. “The changing strength of clay and its application to offshore pipeline design.” 2013. Web. 21 Jan 2020.

Vancouver:

Sahdi F. The changing strength of clay and its application to offshore pipeline design. [Internet] [Doctoral dissertation]. University of Western Australia; 2013. [cited 2020 Jan 21]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34160&local_base=GEN01-INS01.

Council of Science Editors:

Sahdi F. The changing strength of clay and its application to offshore pipeline design. [Doctoral Dissertation]. University of Western Australia; 2013. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34160&local_base=GEN01-INS01


University of Oxford

11. Williams, Elizabeth S. Upheaval buckling of offshore pipelines buried in loose and liquefiable soils.

Degree: PhD, 2014, University of Oxford

Pipelines used for the transportation of oil and gas products offshore are often buried beneath the seabed for protection from mechanical damage and for thermal… (more)

Subjects/Keywords: 624.1; Civil engineering; Geotechnical engineering; offshore geotechnics; pipelines; upheaval buckling; liquefaction; sand

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APA (6th Edition):

Williams, E. S. (2014). Upheaval buckling of offshore pipelines buried in loose and liquefiable soils. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:10c2cf4d-ab26-4f2c-82d9-35e15cfa03bc ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.627819

Chicago Manual of Style (16th Edition):

Williams, Elizabeth S. “Upheaval buckling of offshore pipelines buried in loose and liquefiable soils.” 2014. Doctoral Dissertation, University of Oxford. Accessed January 21, 2020. http://ora.ox.ac.uk/objects/uuid:10c2cf4d-ab26-4f2c-82d9-35e15cfa03bc ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.627819.

MLA Handbook (7th Edition):

Williams, Elizabeth S. “Upheaval buckling of offshore pipelines buried in loose and liquefiable soils.” 2014. Web. 21 Jan 2020.

Vancouver:

Williams ES. Upheaval buckling of offshore pipelines buried in loose and liquefiable soils. [Internet] [Doctoral dissertation]. University of Oxford; 2014. [cited 2020 Jan 21]. Available from: http://ora.ox.ac.uk/objects/uuid:10c2cf4d-ab26-4f2c-82d9-35e15cfa03bc ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.627819.

Council of Science Editors:

Williams ES. Upheaval buckling of offshore pipelines buried in loose and liquefiable soils. [Doctoral Dissertation]. University of Oxford; 2014. Available from: http://ora.ox.ac.uk/objects/uuid:10c2cf4d-ab26-4f2c-82d9-35e15cfa03bc ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.627819


University of Houston

12. Poshtiban, Masoud. Automatic Satellite-Based Ship Detection Method for Offshore Pipelines Monitoring and Protection.

Degree: Construction Management, Department of, University of Houston

Offshore pipelines are vital infrastructure systems for oil and gas transportation. Statistics around the globe confirm that third-party threats, such as vessel anchoring, fishing, and… (more)

Subjects/Keywords: Image processing; Offshore pipelines; Safety; Vessel detection

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APA (6th Edition):

Poshtiban, M. (n.d.). Automatic Satellite-Based Ship Detection Method for Offshore Pipelines Monitoring and Protection. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/2750

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Poshtiban, Masoud. “Automatic Satellite-Based Ship Detection Method for Offshore Pipelines Monitoring and Protection.” Thesis, University of Houston. Accessed January 21, 2020. http://hdl.handle.net/10657/2750.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Poshtiban, Masoud. “Automatic Satellite-Based Ship Detection Method for Offshore Pipelines Monitoring and Protection.” Web. 21 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Poshtiban M. Automatic Satellite-Based Ship Detection Method for Offshore Pipelines Monitoring and Protection. [Internet] [Thesis]. University of Houston; [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10657/2750.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Poshtiban M. Automatic Satellite-Based Ship Detection Method for Offshore Pipelines Monitoring and Protection. [Thesis]. University of Houston; Available from: http://hdl.handle.net/10657/2750

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


University of Western Australia

13. Shiri Ghaleh Jugh, Hodjat. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.

Degree: PhD, 2010, University of Western Australia

[Truncated abstract] The influence of the riser-seabed interaction on fatigue performance of steel catenary risers (SCRs) is now widely accepted. Due to uncertainties associated with… (more)

Subjects/Keywords: Offshore structures; Soil-structure interaction; Soil mechanics; Fluid-structure interaction; Offshore structures; Underwater pipelines; Riser pipe; Steel catenary riser; Fatigue; Seabed interaction; Touchdown; Seabed trench; Pipe-soil interaction

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APA (6th Edition):

Shiri Ghaleh Jugh, H. (2010). Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Shiri Ghaleh Jugh, Hodjat. “Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.” 2010. Doctoral Dissertation, University of Western Australia. Accessed January 21, 2020. http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Shiri Ghaleh Jugh, Hodjat. “Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone.” 2010. Web. 21 Jan 2020.

Vancouver:

Shiri Ghaleh Jugh H. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. [Internet] [Doctoral dissertation]. University of Western Australia; 2010. [cited 2020 Jan 21]. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01.

Council of Science Editors:

Shiri Ghaleh Jugh H. Influence of seabed response on fatigue performance of steel catenary risers in touchdown zone. [Doctoral Dissertation]. University of Western Australia; 2010. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=29977&local_base=GEN01-INS01

14. -3489-7963. Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications.

Degree: MSin Engineering, Civil Engineering, 2019, University of Texas – Austin

Pipelines and flowlines represent a major cost in offshore oil and gas operations. The initial embedment of the pipeline during laying influences the pipeline service… (more)

Subjects/Keywords: Soil characterization; Offshore pipelines; Residual strength; Marine clays

…x29;. As offshore developments extend far from the shore, pipelines and risers (usually… …of offshore pipelines and methods of estimating the initial pipe embedment on marine clays… …5 2.2 Overview about Offshore Geotechnical Engineering… …87 xiv Chapter 1: Introduction 1.1 MOTIVATION The development in offshore facilities… …around the world. Offshore structures encountered in oil and gas facilities and in renewable… 

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

APA (6th Edition):

-3489-7963. (2019). Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/5407

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-3489-7963. “Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications.” 2019. Masters Thesis, University of Texas – Austin. Accessed January 21, 2020. http://dx.doi.org/10.26153/tsw/5407.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-3489-7963. “Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications.” 2019. Web. 21 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-3489-7963. Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications. [Internet] [Masters thesis]. University of Texas – Austin; 2019. [cited 2020 Jan 21]. Available from: http://dx.doi.org/10.26153/tsw/5407.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-3489-7963. Characterization of Gulf of Mexico clay at low effective normal stresses for offshore pipeline applications. [Masters Thesis]. University of Texas – Austin; 2019. Available from: http://dx.doi.org/10.26153/tsw/5407

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

15. Selker, R. Local buckling collapse of marine pipelines:.

Degree: 2013, Delft University of Technology

 To keep up with the growing demand for oil and gas, the oil and gas industry ventures into deeper waters. For a deep water pipeline… (more)

Subjects/Keywords: Koiter theory; Buckling; Collapse; Pipelines; Marine pipelines; Offshore; Stability; Bifurcation theory; Boundary layer theory; Perturbation theory

…Nss , Nxs Stress resultants. Nomenclature Local buckling collapse of marine pipelines P… …become viable. The offshore oil and gas industry ventures into deeper waters. This introduces… …specimen, is investigated. Introduction Local buckling collapse of marine pipelines 1.1 3… …origins from an unstable response to a critical load. Although for relatively thick pipelines… …pipelines. Too short test specimens possibly lead to higher collapse modes. A minimum test… 

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

APA (6th Edition):

Selker, R. (2013). Local buckling collapse of marine pipelines:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1ec92517-ad48-4b23-aade-a2c61458ef4a

Chicago Manual of Style (16th Edition):

Selker, R. “Local buckling collapse of marine pipelines:.” 2013. Masters Thesis, Delft University of Technology. Accessed January 21, 2020. http://resolver.tudelft.nl/uuid:1ec92517-ad48-4b23-aade-a2c61458ef4a.

MLA Handbook (7th Edition):

Selker, R. “Local buckling collapse of marine pipelines:.” 2013. Web. 21 Jan 2020.

Vancouver:

Selker R. Local buckling collapse of marine pipelines:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2020 Jan 21]. Available from: http://resolver.tudelft.nl/uuid:1ec92517-ad48-4b23-aade-a2c61458ef4a.

Council of Science Editors:

Selker R. Local buckling collapse of marine pipelines:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:1ec92517-ad48-4b23-aade-a2c61458ef4a

16. Razi, Pejman. DEVELOPMENT OF A VIBRATION-BASED HEALTH MONITORING STRATEGY FOR ONSHORE AND OFFSHORE PIPELINES.

Degree: PhD, Department of Civil Engineering, 2013, Dalhousie University

 Ageing mechanical, civil, aerospace, marine and offshore structures require continuous and accurate assessment on their integrity to avoid potentially hazardous failures. To further facilitate this… (more)

Subjects/Keywords: Vibration-based structural health monitoring; Onshore and offshore pipelines; Damage detection

…onshore and offshore pipelines. The integrity of the method in detection of bolt-loosening in a… …offshore pipelines. In this regard, a comprehensive discussion is first provided, which… …interrogated via ultrasonic techniques such as phased array [1]. Offshore pipelines, on the… …updated tool for monitoring girth welds of both offshore and onshore pipelines; fatigue cracks… …presented. A review on the VB-SHM of offshore pipelines is preceded by an introduction to… 

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

APA (6th Edition):

Razi, P. (2013). DEVELOPMENT OF A VIBRATION-BASED HEALTH MONITORING STRATEGY FOR ONSHORE AND OFFSHORE PIPELINES. (Doctoral Dissertation). Dalhousie University. Retrieved from http://hdl.handle.net/10222/42699

Chicago Manual of Style (16th Edition):

Razi, Pejman. “DEVELOPMENT OF A VIBRATION-BASED HEALTH MONITORING STRATEGY FOR ONSHORE AND OFFSHORE PIPELINES.” 2013. Doctoral Dissertation, Dalhousie University. Accessed January 21, 2020. http://hdl.handle.net/10222/42699.

MLA Handbook (7th Edition):

Razi, Pejman. “DEVELOPMENT OF A VIBRATION-BASED HEALTH MONITORING STRATEGY FOR ONSHORE AND OFFSHORE PIPELINES.” 2013. Web. 21 Jan 2020.

Vancouver:

Razi P. DEVELOPMENT OF A VIBRATION-BASED HEALTH MONITORING STRATEGY FOR ONSHORE AND OFFSHORE PIPELINES. [Internet] [Doctoral dissertation]. Dalhousie University; 2013. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10222/42699.

Council of Science Editors:

Razi P. DEVELOPMENT OF A VIBRATION-BASED HEALTH MONITORING STRATEGY FOR ONSHORE AND OFFSHORE PIPELINES. [Doctoral Dissertation]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/42699


University of Victoria

17. Mullan, Sean. Tidal sedimentology and geomorphology in the central Salish Sea straits, British Columbia and Washington State.

Degree: School of Earth and Ocean Sciences, 2018, University of Victoria

 Intra-archipelago waterways, including tidal strait networks, present a complex set of barriers to, and conduits for sediment transport between marine basins. Tidal straits may also… (more)

Subjects/Keywords: tidal strait networks; sediment transport pathways; seabed sedimentology; marine geomorphology; Salish Sea; Gulf Islands; San Juan Islands; multibeam bathymetry; Lagrangian particle dispersal; tidal hydrodynamics; Strait of Georgia; Strait of Juan de Fuca; banner bank; giant dunes; tidal strait facies model; bathymetric change detection; t-test; local Moran's Ii; depth uncertainty; volumetric change confidence intervals; deglacial history; repeat surveys; sand dynamics; tides; sonar; marine renewable energy; offshore pipelines and cables; benthic habitat; spatial autocorrelation; spatial analysis and statistics; geographic information system (GIS); finite element method (FEM)

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

APA (6th Edition):

Mullan, S. (2018). Tidal sedimentology and geomorphology in the central Salish Sea straits, British Columbia and Washington State. (Thesis). University of Victoria. Retrieved from https://dspace.library.uvic.ca//handle/1828/8943

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):

Mullan, Sean. “Tidal sedimentology and geomorphology in the central Salish Sea straits, British Columbia and Washington State.” 2018. Thesis, University of Victoria. Accessed January 21, 2020. https://dspace.library.uvic.ca//handle/1828/8943.

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

MLA Handbook (7th Edition):

Mullan, Sean. “Tidal sedimentology and geomorphology in the central Salish Sea straits, British Columbia and Washington State.” 2018. Web. 21 Jan 2020.

Vancouver:

Mullan S. Tidal sedimentology and geomorphology in the central Salish Sea straits, British Columbia and Washington State. [Internet] [Thesis]. University of Victoria; 2018. [cited 2020 Jan 21]. Available from: https://dspace.library.uvic.ca//handle/1828/8943.

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

Council of Science Editors:

Mullan S. Tidal sedimentology and geomorphology in the central Salish Sea straits, British Columbia and Washington State. [Thesis]. University of Victoria; 2018. Available from: https://dspace.library.uvic.ca//handle/1828/8943

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

.