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You searched for subject:(Buried pipelines). Showing records 1 – 13 of 13 total matches.

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Deakin University

1. Huo, Ying. A study of the effects of potential excursions and the environment on the effectiveness of cathodic protection.

Degree: 2016, Deakin University

 In this work, new experimental approaches have been employed to overcome conventional technological difficulties and leading to a new fundamental understanding in the CP failure… (more)

Subjects/Keywords: buried steel corrosion; cathodic protection (CP); pipelines

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APA (6th Edition):

Huo, Y. (2016). A study of the effects of potential excursions and the environment on the effectiveness of cathodic protection. (Thesis). Deakin University. Retrieved from http://hdl.handle.net/10536/DRO/DU:30097502

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):

Huo, Ying. “A study of the effects of potential excursions and the environment on the effectiveness of cathodic protection.” 2016. Thesis, Deakin University. Accessed October 29, 2020. http://hdl.handle.net/10536/DRO/DU:30097502.

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

MLA Handbook (7th Edition):

Huo, Ying. “A study of the effects of potential excursions and the environment on the effectiveness of cathodic protection.” 2016. Web. 29 Oct 2020.

Vancouver:

Huo Y. A study of the effects of potential excursions and the environment on the effectiveness of cathodic protection. [Internet] [Thesis]. Deakin University; 2016. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/10536/DRO/DU:30097502.

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

Council of Science Editors:

Huo Y. A study of the effects of potential excursions and the environment on the effectiveness of cathodic protection. [Thesis]. Deakin University; 2016. Available from: http://hdl.handle.net/10536/DRO/DU:30097502

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


Delft University of Technology

2. Tigkas, Lysimachos (author). Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.

Degree: 2019, Delft University of Technology

The starting point of this thesis lies in the area on Groningen, Netherlands. More specifically, induced earthquake activity is observed in this area due to… (more)

Subjects/Keywords: Post-Liquefaction; Pipelines Buried in Sand; Soil-structure interaction

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APA (6th Edition):

Tigkas, L. (. (2019). Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32

Chicago Manual of Style (16th Edition):

Tigkas, Lysimachos (author). “Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.” 2019. Masters Thesis, Delft University of Technology. Accessed October 29, 2020. http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32.

MLA Handbook (7th Edition):

Tigkas, Lysimachos (author). “Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques.” 2019. Web. 29 Oct 2020.

Vancouver:

Tigkas L(. Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 29]. Available from: http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32.

Council of Science Editors:

Tigkas L(. Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:d2b5b92f-0e7a-4d37-9d32-1d4daf7c8a32


University of Alberta

3. Ahmed, Arman U. Failure criteria for tearing of telescoping wrinkles.

Degree: PhD, Department of Civil and Environmental Engineering, 2011, University of Alberta

 An ever increasing demand to exploit oil and natural gas reserves has significantly increased extraction activities even in the remotest regions of the Arctic and… (more)

Subjects/Keywords: post-buckling; fracture; buried pipelines; plastic deformation; telescopic wrinkle; monotonic loading; failure criteria; finite element

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APA (6th Edition):

Ahmed, A. U. (2011). Failure criteria for tearing of telescoping wrinkles. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/f7623d765

Chicago Manual of Style (16th Edition):

Ahmed, Arman U. “Failure criteria for tearing of telescoping wrinkles.” 2011. Doctoral Dissertation, University of Alberta. Accessed October 29, 2020. https://era.library.ualberta.ca/files/f7623d765.

MLA Handbook (7th Edition):

Ahmed, Arman U. “Failure criteria for tearing of telescoping wrinkles.” 2011. Web. 29 Oct 2020.

Vancouver:

Ahmed AU. Failure criteria for tearing of telescoping wrinkles. [Internet] [Doctoral dissertation]. University of Alberta; 2011. [cited 2020 Oct 29]. Available from: https://era.library.ualberta.ca/files/f7623d765.

Council of Science Editors:

Ahmed AU. Failure criteria for tearing of telescoping wrinkles. [Doctoral Dissertation]. University of Alberta; 2011. Available from: https://era.library.ualberta.ca/files/f7623d765


University of Western Ontario

4. Dadfar, Behrang. Seismic Vulnerability of Buried Energy Pipelines in Northern Canada.

Degree: 2016, University of Western Ontario

 Permafrost in Canada’s North covers the terrain either continuously or discontinuously. Geological hazards associated with the presence of permafrost are serious barriers against development of… (more)

Subjects/Keywords: buried steel pipelines; cold regions; vulnerability functions; seismic wave propagation; permafrost; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Dadfar, B. (2016). Seismic Vulnerability of Buried Energy Pipelines in Northern Canada. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3805

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):

Dadfar, Behrang. “Seismic Vulnerability of Buried Energy Pipelines in Northern Canada.” 2016. Thesis, University of Western Ontario. Accessed October 29, 2020. https://ir.lib.uwo.ca/etd/3805.

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

MLA Handbook (7th Edition):

Dadfar, Behrang. “Seismic Vulnerability of Buried Energy Pipelines in Northern Canada.” 2016. Web. 29 Oct 2020.

Vancouver:

Dadfar B. Seismic Vulnerability of Buried Energy Pipelines in Northern Canada. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2020 Oct 29]. Available from: https://ir.lib.uwo.ca/etd/3805.

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

Council of Science Editors:

Dadfar B. Seismic Vulnerability of Buried Energy Pipelines in Northern Canada. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/3805

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

5. Vazouras, Polynikis. Mechanical behavior of buried steel pipelines crossing active strike slip faults.

Degree: 2013, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας

 Motivated by the growing demand for new major oil and gas pipeline projects worldwide, the present study investigates the performance of buried pipelines in geohazard… (more)

Subjects/Keywords: Τοπικός λυγισμός; Υπόγειοι αγωγοί; Πεπερασμένα στοιχεία; Local buckling; Finite element analysis; Buried pipelines

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APA (6th Edition):

Vazouras, P. (2013). Mechanical behavior of buried steel pipelines crossing active strike slip faults. (Thesis). University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Retrieved from http://hdl.handle.net/10442/hedi/33019

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):

Vazouras, Polynikis. “Mechanical behavior of buried steel pipelines crossing active strike slip faults.” 2013. Thesis, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Accessed October 29, 2020. http://hdl.handle.net/10442/hedi/33019.

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

MLA Handbook (7th Edition):

Vazouras, Polynikis. “Mechanical behavior of buried steel pipelines crossing active strike slip faults.” 2013. Web. 29 Oct 2020.

Vancouver:

Vazouras P. Mechanical behavior of buried steel pipelines crossing active strike slip faults. [Internet] [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2013. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/10442/hedi/33019.

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

Council of Science Editors:

Vazouras P. Mechanical behavior of buried steel pipelines crossing active strike slip faults. [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2013. Available from: http://hdl.handle.net/10442/hedi/33019

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


NSYSU

6. Yeh, Chan-Chia. The Guided Wave Inspection of Buried Pipe.

Degree: Master, Mechanical and Electro-Mechanical Engineering, 2012, NSYSU

 Abstract In a petrochemical plant, to exert economic efficiency and spacing convenience for transporting fluid or gas, the pipelines used in the plant are often… (more)

Subjects/Keywords: T(0; Guided wave; 1) mode; Buried pipelines; Wavelet transform; Two-dimensional Fourier transform; Finite element method

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APA (6th Edition):

Yeh, C. (2012). The Guided Wave Inspection of Buried Pipe. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0902112-162610

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):

Yeh, Chan-Chia. “The Guided Wave Inspection of Buried Pipe.” 2012. Thesis, NSYSU. Accessed October 29, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0902112-162610.

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

MLA Handbook (7th Edition):

Yeh, Chan-Chia. “The Guided Wave Inspection of Buried Pipe.” 2012. Web. 29 Oct 2020.

Vancouver:

Yeh C. The Guided Wave Inspection of Buried Pipe. [Internet] [Thesis]. NSYSU; 2012. [cited 2020 Oct 29]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0902112-162610.

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

Council of Science Editors:

Yeh C. The Guided Wave Inspection of Buried Pipe. [Thesis]. NSYSU; 2012. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0902112-162610

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

7. Tsatsis, Angelos. Experimental and numerical simulation of buried pipelines subjected to large permanent ground displacements: fault rupture and landslides.

Degree: 2017, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

 […] Η παρούσα Διδακτορική Διατριβή αποτελείται από δύο κύριες ενότητες. Η πρώτη ενότητα είναι αφιερωμένη στην απόκριση υπογείων αγωγών υποβαλλόμενων σε τεκτονική διάρρηξη κατακόρυφης βύθισης… (more)

Subjects/Keywords: Υπόγειο αγωγοί; Τεκτονικό ρήγμα; Κατολίσθηση; Πεπερασμένα στοιχεία; Πειραματική διερεύνηση; Buried pipelines; Tectonic faults; Landslide; Finite elements; Physical modeling

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APA (6th Edition):

Tsatsis, A. (2017). Experimental and numerical simulation of buried pipelines subjected to large permanent ground displacements: fault rupture and landslides. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/44448

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):

Tsatsis, Angelos. “Experimental and numerical simulation of buried pipelines subjected to large permanent ground displacements: fault rupture and landslides.” 2017. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed October 29, 2020. http://hdl.handle.net/10442/hedi/44448.

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

MLA Handbook (7th Edition):

Tsatsis, Angelos. “Experimental and numerical simulation of buried pipelines subjected to large permanent ground displacements: fault rupture and landslides.” 2017. Web. 29 Oct 2020.

Vancouver:

Tsatsis A. Experimental and numerical simulation of buried pipelines subjected to large permanent ground displacements: fault rupture and landslides. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2017. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/10442/hedi/44448.

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

Council of Science Editors:

Tsatsis A. Experimental and numerical simulation of buried pipelines subjected to large permanent ground displacements: fault rupture and landslides. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2017. Available from: http://hdl.handle.net/10442/hedi/44448

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


Universidade do Estado do Rio de Janeiro

8. Felipe Nascimento da Silva. Análise de critérios de dimensionamento de carga em dutos de concreto instalados em vala na situação de recobrimento mínimo.

Degree: Master, 2014, Universidade do Estado do Rio de Janeiro

Perante diversas situações da engenharia são utilizadas formulações empíricas de dimensionamento baseadas em dados de campo e experiência profissional que definem muito o caráter subjetivo… (more)

Subjects/Keywords: Recobrimento; Dutos Enterrados; Engenharia Civil; Carga; Elementos Finitos; Métodos Analíticos; Modelo Computacional; Análise Geotécnica; Civil Engineering; Buried Pipelines; Coating. Load; Finite Elements; Analytical Methods; Computational Model; Geotechnical analysis; ENGENHARIA CIVIL

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APA (6th Edition):

Silva, F. N. d. (2014). Análise de critérios de dimensionamento de carga em dutos de concreto instalados em vala na situação de recobrimento mínimo. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8675 ;

Chicago Manual of Style (16th Edition):

Silva, Felipe Nascimento da. “Análise de critérios de dimensionamento de carga em dutos de concreto instalados em vala na situação de recobrimento mínimo.” 2014. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed October 29, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8675 ;.

MLA Handbook (7th Edition):

Silva, Felipe Nascimento da. “Análise de critérios de dimensionamento de carga em dutos de concreto instalados em vala na situação de recobrimento mínimo.” 2014. Web. 29 Oct 2020.

Vancouver:

Silva FNd. Análise de critérios de dimensionamento de carga em dutos de concreto instalados em vala na situação de recobrimento mínimo. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2014. [cited 2020 Oct 29]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8675 ;.

Council of Science Editors:

Silva FNd. Análise de critérios de dimensionamento de carga em dutos de concreto instalados em vala na situação de recobrimento mínimo. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2014. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8675 ;


Delft University of Technology

9. Horsten, T.J.B. (author). Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area.

Degree: 2016, Delft University of Technology

This study considers pipe uplift in liquefied sands in case full liquefaction occurs in the Groningen area. Due to the short vibration time, approximately 2… (more)

Subjects/Keywords: liquefaction; pipe uplift; pipe flotation; induced earthquake; earthquake groningen; pipe interaction; liquefaction time; post liquefaction; pore pressure; excess pore pressure; buried pipelines; dissipation

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APA (6th Edition):

Horsten, T. J. B. (. (2016). Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9de68ab4-31b6-4ab6-ac57-64579553e2ba

Chicago Manual of Style (16th Edition):

Horsten, T J B (author). “Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area.” 2016. Masters Thesis, Delft University of Technology. Accessed October 29, 2020. http://resolver.tudelft.nl/uuid:9de68ab4-31b6-4ab6-ac57-64579553e2ba.

MLA Handbook (7th Edition):

Horsten, T J B (author). “Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area.” 2016. Web. 29 Oct 2020.

Vancouver:

Horsten TJB(. Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Oct 29]. Available from: http://resolver.tudelft.nl/uuid:9de68ab4-31b6-4ab6-ac57-64579553e2ba.

Council of Science Editors:

Horsten TJB(. Pipe uplift in liquefied sands: The case of induced earthquakes in the Groningen area. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:9de68ab4-31b6-4ab6-ac57-64579553e2ba

10. Melissianos, Vasileios. Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος.

Degree: 2016, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Objective of the doctoral thesis is the investigation of the behavior of buried oil and gas pipelines with flexible joints subjected to tectonic fault rupture… (more)

Subjects/Keywords: Υπόγειοι χαλύβδινοι αγωγοί; Εύκαμπτοι κόμβοι; Διάρρηξη σεισμικού ρήγματος; Μη-γραμμικές αναλύσεις υλικού και γεωμετρίας; Πειραματικές δοκιμές αγωγών; Αποτίμηση επιτελεστικότητας; Buried steel pipelines; Flexible joints; Seismic fault rupture; Geometrically and materially nonlinear analysis; Experimental tests of pipes; Performance assessment

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APA (6th Edition):

Melissianos, V. (2016). Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/41960

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):

Melissianos, Vasileios. “Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος.” 2016. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed October 29, 2020. http://hdl.handle.net/10442/hedi/41960.

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

MLA Handbook (7th Edition):

Melissianos, Vasileios. “Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος.” 2016. Web. 29 Oct 2020.

Vancouver:

Melissianos V. Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/10442/hedi/41960.

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

Council of Science Editors:

Melissianos V. Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. Available from: http://hdl.handle.net/10442/hedi/41960

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

11. Tanbakuei Kashani, Majid. Effect of Forming Process on the Deformational Behaviour of Steel Pipes .

Degree: 2017, University of Ottawa

Buried pipeline networks play a vital role in the transportation of oil and natural gas from centers of production to centers of consumption. A common… (more)

Subjects/Keywords: Buckling strains; UOE forming process; Nonlinear hardening; Pipelines; Chaboche model; Buried pipeline behaviour; Plasticity; Pressurized and unpressurized pipes

…distribution in pipeline networks is carried out by buried pipelines. The main advantage of buried… …residual strains. Buried pipelines are designed primarily for the hoop stress induced by the… …the stresses and strains in buried pipelines. The behaviour of buried pipelines are… …typically within one or two pipe diameters in length. In buried pipelines, local buckling takes… …residual stress (from EUROPIPE GmbH) 4 Figure 1. 6 Deformed buried… 

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APA (6th Edition):

Tanbakuei Kashani, M. (2017). Effect of Forming Process on the Deformational Behaviour of Steel Pipes . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35914

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):

Tanbakuei Kashani, Majid. “Effect of Forming Process on the Deformational Behaviour of Steel Pipes .” 2017. Thesis, University of Ottawa. Accessed October 29, 2020. http://hdl.handle.net/10393/35914.

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

MLA Handbook (7th Edition):

Tanbakuei Kashani, Majid. “Effect of Forming Process on the Deformational Behaviour of Steel Pipes .” 2017. Web. 29 Oct 2020.

Vancouver:

Tanbakuei Kashani M. Effect of Forming Process on the Deformational Behaviour of Steel Pipes . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/10393/35914.

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

Council of Science Editors:

Tanbakuei Kashani M. Effect of Forming Process on the Deformational Behaviour of Steel Pipes . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/35914

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

12. Ferreira, Nelson John. Risk to buried gas pipelines in landslide areas.

Degree: Civil Engineering, 2016, University of Manitoba

 Natural Hazards are a risk to buried gas pipeline infrastructure, but these risks are difficult to assess and quantify. This can often lead to the… (more)

Subjects/Keywords: Landslides; Buried Pipelines; Probability Theory; Soil-Pipe Adhesion; Risk Management System; Limit States; Pipe push tests; Strain monitoring; ground movements; Pipeline Reliability; soil-pipe relaxation

…in determining vulnerability of buried pipelines subjected to ground movements including… …7 Potential exceedance of limit states for pipelines within slow moving valley and… …58 Figure 2-9 Road Map of Predictive Models for Pipelines Subjected to Landslides… …and Risk Management for South American Pipelines. In Proceedings 4th International Pipeline… …Pipelines Subject to Transverse and Longitudinal Soil Movements. Canadian Geotechnical Journal… 

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

APA (6th Edition):

Ferreira, N. J. (2016). Risk to buried gas pipelines in landslide areas. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31661

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):

Ferreira, Nelson John. “Risk to buried gas pipelines in landslide areas.” 2016. Thesis, University of Manitoba. Accessed October 29, 2020. http://hdl.handle.net/1993/31661.

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

MLA Handbook (7th Edition):

Ferreira, Nelson John. “Risk to buried gas pipelines in landslide areas.” 2016. Web. 29 Oct 2020.

Vancouver:

Ferreira NJ. Risk to buried gas pipelines in landslide areas. [Internet] [Thesis]. University of Manitoba; 2016. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/1993/31661.

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

Council of Science Editors:

Ferreira NJ. Risk to buried gas pipelines in landslide areas. [Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31661

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

13. Χριστοφορίδης, Γεώργιος. Συμβολή στον υπολογισμό της επαγωγικής επίδρασης γραμμών μεταφοράς ηλεκτρικής ενέργειας σε υπόγειους μεταλλικούς αγωγούς.

Degree: 2004, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

 This PhD Dissertation deals with the problem of inductive interference of electric power lines, including transmission and distribution lines and electric traction lines, to underground… (more)

Subjects/Keywords: Ηλεκτρομαγνητική συμβατότητα; Γραμμές μεταφοράς ηλεκτρικής ενέργειας; Υπόγειοι μεταλλικοί σωλήνες; Μέθοδος πεπερασμένων στοιχείων; Επαγωγική επίδραση; Ανομοιογενές έδαφος; Γη; Electromagnetic compatibility; Transmission power lines; Buried pipelines; Finite elements method; Inductive interferences; Non-uniform soil; Earth

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

APA (6th Edition):

Χριστοφορίδης, . . (2004). Συμβολή στον υπολογισμό της επαγωγικής επίδρασης γραμμών μεταφοράς ηλεκτρικής ενέργειας σε υπόγειους μεταλλικούς αγωγούς. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/15118

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):

Χριστοφορίδης, Γεώργιος. “Συμβολή στον υπολογισμό της επαγωγικής επίδρασης γραμμών μεταφοράς ηλεκτρικής ενέργειας σε υπόγειους μεταλλικούς αγωγούς.” 2004. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed October 29, 2020. http://hdl.handle.net/10442/hedi/15118.

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

MLA Handbook (7th Edition):

Χριστοφορίδης, Γεώργιος. “Συμβολή στον υπολογισμό της επαγωγικής επίδρασης γραμμών μεταφοράς ηλεκτρικής ενέργειας σε υπόγειους μεταλλικούς αγωγούς.” 2004. Web. 29 Oct 2020.

Vancouver:

Χριστοφορίδης . Συμβολή στον υπολογισμό της επαγωγικής επίδρασης γραμμών μεταφοράς ηλεκτρικής ενέργειας σε υπόγειους μεταλλικούς αγωγούς. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2004. [cited 2020 Oct 29]. Available from: http://hdl.handle.net/10442/hedi/15118.

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

Council of Science Editors:

Χριστοφορίδης . Συμβολή στον υπολογισμό της επαγωγικής επίδρασης γραμμών μεταφοράς ηλεκτρικής ενέργειας σε υπόγειους μεταλλικούς αγωγούς. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2004. Available from: http://hdl.handle.net/10442/hedi/15118

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

.