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You searched for subject:(Monopiles). Showing records 1 – 8 of 8 total matches.

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Delft University of Technology

1. Michalopoulos, V. Simplified fatigue assessment of offshore wind support structures accounting for variations in a farm:.

Degree: 2015, Delft University of Technology

 The optimal design and preliminary strength assessment of offshore wind support structures gain growing interest given the potential to drive the costs further down. This… (more)

Subjects/Keywords: monopiles; frequency domain; FLS; tailored design

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

APA (6th Edition):

Michalopoulos, V. (2015). Simplified fatigue assessment of offshore wind support structures accounting for variations in a farm:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:053c1ff3-08ee-40b5-b67a-2546f0885b84

Chicago Manual of Style (16th Edition):

Michalopoulos, V. “Simplified fatigue assessment of offshore wind support structures accounting for variations in a farm:.” 2015. Masters Thesis, Delft University of Technology. Accessed September 17, 2019. http://resolver.tudelft.nl/uuid:053c1ff3-08ee-40b5-b67a-2546f0885b84.

MLA Handbook (7th Edition):

Michalopoulos, V. “Simplified fatigue assessment of offshore wind support structures accounting for variations in a farm:.” 2015. Web. 17 Sep 2019.

Vancouver:

Michalopoulos V. Simplified fatigue assessment of offshore wind support structures accounting for variations in a farm:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Sep 17]. Available from: http://resolver.tudelft.nl/uuid:053c1ff3-08ee-40b5-b67a-2546f0885b84.

Council of Science Editors:

Michalopoulos V. Simplified fatigue assessment of offshore wind support structures accounting for variations in a farm:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:053c1ff3-08ee-40b5-b67a-2546f0885b84


Texas A&M University

2. Owens, Garrett Reese 1987-. Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves.

Degree: 2012, Texas A&M University

 The majority of offshore wind farms utilize monopile substructures. As these wind farms are typically located in water depths less than 30 meters, the effect… (more)

Subjects/Keywords: Wave Forces on Monopiles; Offshore Wind Turbines; Impact Forces; Breaking Waves

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APA (6th Edition):

Owens, G. R. 1. (2012). Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148179

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):

Owens, Garrett Reese 1987-. “Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves.” 2012. Thesis, Texas A&M University. Accessed September 17, 2019. http://hdl.handle.net/1969.1/148179.

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

MLA Handbook (7th Edition):

Owens, Garrett Reese 1987-. “Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves.” 2012. Web. 17 Sep 2019.

Vancouver:

Owens GR1. Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/1969.1/148179.

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

Council of Science Editors:

Owens GR1. Design Considerations for Monopile Founded Offshore Wind Turbines Subject to Breaking Waves. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148179

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


Cranfield University

3. Adedipe, Oyewole. Integrity of offshore structures.

Degree: PhD, 2015, Cranfield University

 Corrosion and fatigue have been dominant degradation mechanisms in offshore structures, with the combination of the two, known as corrosion fatigue, having amplified effects in… (more)

Subjects/Keywords: Corrosion fatigue; Monopiles; Crack growth; Mean stress; Free corrosion

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APA (6th Edition):

Adedipe, O. (2015). Integrity of offshore structures. (Doctoral Dissertation). Cranfield University. Retrieved from http://dspace.lib.cranfield.ac.uk/handle/1826/9692

Chicago Manual of Style (16th Edition):

Adedipe, Oyewole. “Integrity of offshore structures.” 2015. Doctoral Dissertation, Cranfield University. Accessed September 17, 2019. http://dspace.lib.cranfield.ac.uk/handle/1826/9692.

MLA Handbook (7th Edition):

Adedipe, Oyewole. “Integrity of offshore structures.” 2015. Web. 17 Sep 2019.

Vancouver:

Adedipe O. Integrity of offshore structures. [Internet] [Doctoral dissertation]. Cranfield University; 2015. [cited 2019 Sep 17]. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/9692.

Council of Science Editors:

Adedipe O. Integrity of offshore structures. [Doctoral Dissertation]. Cranfield University; 2015. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/9692


Delft University of Technology

4. Van Ginhoven, J. Het effect van erosie en grondeigenschappen op het dynamisch gedrag van offshore windturbines betreffende stalen en betonnen monopile funderingen:.

Degree: 2006, Delft University of Technology

 Voor de opwekking van duurzame energie neemt het aandeel offshore windturbines stelselmatig toe, dit door de vele voordelen ten opzichte van landelijke windturbines. Het principe… (more)

Subjects/Keywords: wind turbine; dynamic behaviour; offshore structures; monopiles

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APA (6th Edition):

Van Ginhoven, J. (2006). Het effect van erosie en grondeigenschappen op het dynamisch gedrag van offshore windturbines betreffende stalen en betonnen monopile funderingen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:71429016-bd4f-4a1a-9b02-831eb40578f4

Chicago Manual of Style (16th Edition):

Van Ginhoven, J. “Het effect van erosie en grondeigenschappen op het dynamisch gedrag van offshore windturbines betreffende stalen en betonnen monopile funderingen:.” 2006. Masters Thesis, Delft University of Technology. Accessed September 17, 2019. http://resolver.tudelft.nl/uuid:71429016-bd4f-4a1a-9b02-831eb40578f4.

MLA Handbook (7th Edition):

Van Ginhoven, J. “Het effect van erosie en grondeigenschappen op het dynamisch gedrag van offshore windturbines betreffende stalen en betonnen monopile funderingen:.” 2006. Web. 17 Sep 2019.

Vancouver:

Van Ginhoven J. Het effect van erosie en grondeigenschappen op het dynamisch gedrag van offshore windturbines betreffende stalen en betonnen monopile funderingen:. [Internet] [Masters thesis]. Delft University of Technology; 2006. [cited 2019 Sep 17]. Available from: http://resolver.tudelft.nl/uuid:71429016-bd4f-4a1a-9b02-831eb40578f4.

Council of Science Editors:

Van Ginhoven J. Het effect van erosie en grondeigenschappen op het dynamisch gedrag van offshore windturbines betreffende stalen en betonnen monopile funderingen:. [Masters Thesis]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:71429016-bd4f-4a1a-9b02-831eb40578f4


University of Texas – Austin

5. -4142-2931. Development of a laboratory testing methodology to represent small strain soil conditions for laterally loaded monopiles in sands.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 Offshore wind turbines present unique engineering challenges, many of which stemming from founding the superstructure in the shallow ocean floor rather than on dry land.… (more)

Subjects/Keywords: Monopile; Small-strain; Laboratory testing methodology; Small strain soil conditions; Laterally loaded monopiles; Offshore wind turbines; Offshore wind turbine foundations

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APA (6th Edition):

-4142-2931. (2018). Development of a laboratory testing methodology to represent small strain soil conditions for laterally loaded monopiles in sands. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68154

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

Chicago Manual of Style (16th Edition):

-4142-2931. “Development of a laboratory testing methodology to represent small strain soil conditions for laterally loaded monopiles in sands.” 2018. Masters Thesis, University of Texas – Austin. Accessed September 17, 2019. http://hdl.handle.net/2152/68154.

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

MLA Handbook (7th Edition):

-4142-2931. “Development of a laboratory testing methodology to represent small strain soil conditions for laterally loaded monopiles in sands.” 2018. Web. 17 Sep 2019.

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

Vancouver:

-4142-2931. Development of a laboratory testing methodology to represent small strain soil conditions for laterally loaded monopiles in sands. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/2152/68154.

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

Council of Science Editors:

-4142-2931. Development of a laboratory testing methodology to represent small strain soil conditions for laterally loaded monopiles in sands. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68154

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

6. Adedipe, Oyewole. Integrity of offshore structures.

Degree: PhD, 2015, Cranfield University

 Corrosion and fatigue have been dominant degradation mechanisms in offshore structures, with the combination of the two, known as corrosion fatigue, having amplified effects in… (more)

Subjects/Keywords: 627; Corrosion fatigue; Monopiles; Crack growth; Mean stress; Free corrosion

…diameter monopiles [1] as well as their design requirements, due to the volume of… 

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

APA (6th Edition):

Adedipe, O. (2015). Integrity of offshore structures. (Doctoral Dissertation). Cranfield University. Retrieved from http://dspace.lib.cranfield.ac.uk/handle/1826/9692 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.681443

Chicago Manual of Style (16th Edition):

Adedipe, Oyewole. “Integrity of offshore structures.” 2015. Doctoral Dissertation, Cranfield University. Accessed September 17, 2019. http://dspace.lib.cranfield.ac.uk/handle/1826/9692 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.681443.

MLA Handbook (7th Edition):

Adedipe, Oyewole. “Integrity of offshore structures.” 2015. Web. 17 Sep 2019.

Vancouver:

Adedipe O. Integrity of offshore structures. [Internet] [Doctoral dissertation]. Cranfield University; 2015. [cited 2019 Sep 17]. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/9692 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.681443.

Council of Science Editors:

Adedipe O. Integrity of offshore structures. [Doctoral Dissertation]. Cranfield University; 2015. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/9692 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.681443


University of Texas – Austin

7. Bauer, Jonas Fabian. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 Offshore wind farms have the ability to meet the energy demands of the USA four times over, and are located offshore where less turbulent, high-speed… (more)

Subjects/Keywords: p-y method; Monopile; Laterally loaded foundations; Offshore foundations; Laterally loaded monopiles; Load-displacement behavior; Lateral load tests in sand; Offshore wind farms; Foundation stiffness

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

APA (6th Edition):

Bauer, J. F. (2018). Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68168

Chicago Manual of Style (16th Edition):

Bauer, Jonas Fabian. “Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.” 2018. Masters Thesis, University of Texas – Austin. Accessed September 17, 2019. http://hdl.handle.net/2152/68168.

MLA Handbook (7th Edition):

Bauer, Jonas Fabian. “Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.” 2018. Web. 17 Sep 2019.

Vancouver:

Bauer JF. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2019 Sep 17]. Available from: http://hdl.handle.net/2152/68168.

Council of Science Editors:

Bauer JF. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68168


Delft University of Technology

8. Versteijlen, W.G. Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling.

Degree: 2018, Delft University of Technology

 Offshore wind generated electricity is currently one of the most promising sources of energy to contribute in creating a sustainable global energy mix. The latter… (more)

Subjects/Keywords: Soil-structure interaction; Rigid monopiles; Small-strain soil reaction; In-situ seismic soil characterisation; Fundamental natural frequency of offshore wind turbine; Soil damping; 3D to 1D modelling translation; 1D effective stiffness; In-situ shaker validation measurements; Non- local (dynamic) stiffness

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

APA (6th Edition):

Versteijlen, W. G. (2018). Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; 55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:isbn:978-94-6233-989-7 ; 10.4233/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548

Chicago Manual of Style (16th Edition):

Versteijlen, W G. “Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling.” 2018. Doctoral Dissertation, Delft University of Technology. Accessed September 17, 2019. http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; 55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:isbn:978-94-6233-989-7 ; 10.4233/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548.

MLA Handbook (7th Edition):

Versteijlen, W G. “Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling.” 2018. Web. 17 Sep 2019.

Vancouver:

Versteijlen WG. Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling. [Internet] [Doctoral dissertation]. Delft University of Technology; 2018. [cited 2019 Sep 17]. Available from: http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; 55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:isbn:978-94-6233-989-7 ; 10.4233/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548.

Council of Science Editors:

Versteijlen WG. Identification of effective 1D soil models for large-diameter offshore wind turbine foundations based on in-situ seismic measurements and 3D modelling. [Doctoral Dissertation]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; 55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:isbn:978-94-6233-989-7 ; 10.4233/uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; urn:NBN:nl:ui:24-uuid:55e7ff00-02ba-495d-9863-889bb92ee548 ; http://resolver.tudelft.nl/uuid:55e7ff00-02ba-495d-9863-889bb92ee548

.