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You searched for +publisher:"Delft University of Technology" +contributor:("Metrikine, A."). Showing records 1 – 30 of 33 total matches.

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Delft University of Technology

1. Dimitriou, A. Improving jack-up capabilities:.

Degree: 2014, Delft University of Technology

 So far jack-ups have successfully operated in depths of 80 to 100 m and some are capable of operating in water depths of up to… (more)

Subjects/Keywords: jack-up; North Sea

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APA (6th Edition):

Dimitriou, A. (2014). Improving jack-up capabilities:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4cae9d4c-02f1-497c-b676-e3c00067baf9

Chicago Manual of Style (16th Edition):

Dimitriou, A. “Improving jack-up capabilities:.” 2014. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:4cae9d4c-02f1-497c-b676-e3c00067baf9.

MLA Handbook (7th Edition):

Dimitriou, A. “Improving jack-up capabilities:.” 2014. Web. 15 Oct 2019.

Vancouver:

Dimitriou A. Improving jack-up capabilities:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:4cae9d4c-02f1-497c-b676-e3c00067baf9.

Council of Science Editors:

Dimitriou A. Improving jack-up capabilities:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:4cae9d4c-02f1-497c-b676-e3c00067baf9


Delft University of Technology

2. Visser, N. Experimental set-up of the Double Slip Joint:.

Degree: 2015, Delft University of Technology

 The Double Slip Joint (DSJ) is a new design to connect the transition piece to the foundation pile of an offshore wind turbine. It potentially… (more)

Subjects/Keywords: connection design; transition piece; offshore wind; support structure

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APA (6th Edition):

Visser, N. (2015). Experimental set-up of the Double Slip Joint:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b89b8b90-15d0-428c-8fd1-23ed2ed042eb

Chicago Manual of Style (16th Edition):

Visser, N. “Experimental set-up of the Double Slip Joint:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:b89b8b90-15d0-428c-8fd1-23ed2ed042eb.

MLA Handbook (7th Edition):

Visser, N. “Experimental set-up of the Double Slip Joint:.” 2015. Web. 15 Oct 2019.

Vancouver:

Visser N. Experimental set-up of the Double Slip Joint:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:b89b8b90-15d0-428c-8fd1-23ed2ed042eb.

Council of Science Editors:

Visser N. Experimental set-up of the Double Slip Joint:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b89b8b90-15d0-428c-8fd1-23ed2ed042eb


Delft University of Technology

3. Van Arkel, M. High pressure dynamic seal development for SOCCS flow-return tube:.

Degree: 2016, Delft University of Technology

Thesis on development of high pressure dynamic seals for Shell Open hole Continuous Casing Systems, this thesis gives an overview of the experimental work carried out at the Wells R&D Department of Shell in Rijswijk. Advisors/Committee Members: Metrikine, A., Kriesels, P.C..

Subjects/Keywords: Seal; SOCCS

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APA (6th Edition):

Van Arkel, M. (2016). High pressure dynamic seal development for SOCCS flow-return tube:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:692f4453-686d-417c-9a5e-c10bf7236e42

Chicago Manual of Style (16th Edition):

Van Arkel, M. “High pressure dynamic seal development for SOCCS flow-return tube:.” 2016. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:692f4453-686d-417c-9a5e-c10bf7236e42.

MLA Handbook (7th Edition):

Van Arkel, M. “High pressure dynamic seal development for SOCCS flow-return tube:.” 2016. Web. 15 Oct 2019.

Vancouver:

Van Arkel M. High pressure dynamic seal development for SOCCS flow-return tube:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:692f4453-686d-417c-9a5e-c10bf7236e42.

Council of Science Editors:

Van Arkel M. High pressure dynamic seal development for SOCCS flow-return tube:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:692f4453-686d-417c-9a5e-c10bf7236e42


Delft University of Technology

4. Percival, N.J. Development of Concept Selection Guideline for Offshore Structures:.

Degree: 2015, Delft University of Technology

 The realisation or delivery of a business opportunity in Shell is all about delivering value to the Company and its shareholders. The early identification and… (more)

Subjects/Keywords: offshore concept selection

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APA (6th Edition):

Percival, N. J. (2015). Development of Concept Selection Guideline for Offshore Structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:94069153-8ecc-4991-9f14-6477fcdcdbcc

Chicago Manual of Style (16th Edition):

Percival, N J. “Development of Concept Selection Guideline for Offshore Structures:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:94069153-8ecc-4991-9f14-6477fcdcdbcc.

MLA Handbook (7th Edition):

Percival, N J. “Development of Concept Selection Guideline for Offshore Structures:.” 2015. Web. 15 Oct 2019.

Vancouver:

Percival NJ. Development of Concept Selection Guideline for Offshore Structures:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:94069153-8ecc-4991-9f14-6477fcdcdbcc.

Council of Science Editors:

Percival NJ. Development of Concept Selection Guideline for Offshore Structures:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:94069153-8ecc-4991-9f14-6477fcdcdbcc


Delft University of Technology

5. Vittori, F.E. Design and analysis of a semi-submersible floating wind turbine with focus on structural response reduction:.

Degree: 2015, Delft University of Technology

 Floating structures as spar, semi-submersibles and TLP have been proposed for offshore wind turbines for deep waters (>60m) according to the report of Arapogianni, Moccia,… (more)

Subjects/Keywords: FOWT; wind energy; RAO; FEM; offshore structure

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APA (6th Edition):

Vittori, F. E. (2015). Design and analysis of a semi-submersible floating wind turbine with focus on structural response reduction:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6ce5f7ff-578b-4be7-bb9b-fd16e068a9bf

Chicago Manual of Style (16th Edition):

Vittori, F E. “Design and analysis of a semi-submersible floating wind turbine with focus on structural response reduction:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:6ce5f7ff-578b-4be7-bb9b-fd16e068a9bf.

MLA Handbook (7th Edition):

Vittori, F E. “Design and analysis of a semi-submersible floating wind turbine with focus on structural response reduction:.” 2015. Web. 15 Oct 2019.

Vancouver:

Vittori FE. Design and analysis of a semi-submersible floating wind turbine with focus on structural response reduction:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:6ce5f7ff-578b-4be7-bb9b-fd16e068a9bf.

Council of Science Editors:

Vittori FE. Design and analysis of a semi-submersible floating wind turbine with focus on structural response reduction:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:6ce5f7ff-578b-4be7-bb9b-fd16e068a9bf


Delft University of Technology

6. Centen, I. Predicting scour around offshore wind turbines using soft computing techniques:.

Degree: 2015, Delft University of Technology

 In this report a prediction method is developed for scour around monopiles. A soft computing technique called genetic programming (GP) is used to create a… (more)

Subjects/Keywords: scour; offshore wind; monopile; Genetic Programming; GP; Neural Network; NN

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APA (6th Edition):

Centen, I. (2015). Predicting scour around offshore wind turbines using soft computing techniques:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a354865a-d633-4263-8337-ca3f3809ba49

Chicago Manual of Style (16th Edition):

Centen, I. “Predicting scour around offshore wind turbines using soft computing techniques:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:a354865a-d633-4263-8337-ca3f3809ba49.

MLA Handbook (7th Edition):

Centen, I. “Predicting scour around offshore wind turbines using soft computing techniques:.” 2015. Web. 15 Oct 2019.

Vancouver:

Centen I. Predicting scour around offshore wind turbines using soft computing techniques:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:a354865a-d633-4263-8337-ca3f3809ba49.

Council of Science Editors:

Centen I. Predicting scour around offshore wind turbines using soft computing techniques:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:a354865a-d633-4263-8337-ca3f3809ba49


Delft University of Technology

7. Chomatas, K. Development of Brash Ice Growth Models and Estimation of the Energy Needs to Manage Ice in the Yamal LNG port in Sabetta :.

Degree: 2015, Delft University of Technology

 Navigation in extreme cold conditions, means repeated ice breaking in navigation channels and harbour basins. The broken ice resulting from this repeating procedure, is called… (more)

Subjects/Keywords: brash ice

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APA (6th Edition):

Chomatas, K. (2015). Development of Brash Ice Growth Models and Estimation of the Energy Needs to Manage Ice in the Yamal LNG port in Sabetta :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a0ec7070-0bb2-477b-bbb2-1f5fee72921b

Chicago Manual of Style (16th Edition):

Chomatas, K. “Development of Brash Ice Growth Models and Estimation of the Energy Needs to Manage Ice in the Yamal LNG port in Sabetta :.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:a0ec7070-0bb2-477b-bbb2-1f5fee72921b.

MLA Handbook (7th Edition):

Chomatas, K. “Development of Brash Ice Growth Models and Estimation of the Energy Needs to Manage Ice in the Yamal LNG port in Sabetta :.” 2015. Web. 15 Oct 2019.

Vancouver:

Chomatas K. Development of Brash Ice Growth Models and Estimation of the Energy Needs to Manage Ice in the Yamal LNG port in Sabetta :. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:a0ec7070-0bb2-477b-bbb2-1f5fee72921b.

Council of Science Editors:

Chomatas K. Development of Brash Ice Growth Models and Estimation of the Energy Needs to Manage Ice in the Yamal LNG port in Sabetta :. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:a0ec7070-0bb2-477b-bbb2-1f5fee72921b


Delft University of Technology

8. Snel, T.W. Composite shallow foundation for subsea structures:.

Degree: 2016, Delft University of Technology

 An ventilated composite shallow foundation for subsea structures is designed. The ventilated grating configuration improves operability of the installation through the splash zone. By penetrating… (more)

Subjects/Keywords: composite; frp; grating; subsea

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APA (6th Edition):

Snel, T. W. (2016). Composite shallow foundation for subsea structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d

Chicago Manual of Style (16th Edition):

Snel, T W. “Composite shallow foundation for subsea structures:.” 2016. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d.

MLA Handbook (7th Edition):

Snel, T W. “Composite shallow foundation for subsea structures:.” 2016. Web. 15 Oct 2019.

Vancouver:

Snel TW. Composite shallow foundation for subsea structures:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d.

Council of Science Editors:

Snel TW. Composite shallow foundation for subsea structures:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d


Delft University of Technology

9. Slingsby, M.J. 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. “Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:329c686e-ef05-4849-a4a8-64ae327eb215.

MLA Handbook (7th Edition):

Slingsby, M J. “Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations:.” 2015. Web. 15 Oct 2019.

Vancouver:

Slingsby MJ. Dynamic interaction of subsea pipeline spans due to vortex-Induced Vibrations:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. 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


Delft University of Technology

10. Wang, Q. Design of a Steel Pontoon-type Semi-submersible Floater Supporting the DTU 10MW Reference Turbine:.

Degree: 2014, Delft University of Technology

 In recent years, offshore wind energy has experienced a huge development. Floating wind turbines may become competitive for water depth larger than 50m. However, high… (more)

Subjects/Keywords: floating wind turbine; semi-submersible; DTU 10MW RWT; coupled dynamic analysis; platform design; SIMO-RIFLEX-AeroDyn

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APA (6th Edition):

Wang, Q. (2014). Design of a Steel Pontoon-type Semi-submersible Floater Supporting the DTU 10MW Reference Turbine:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0a02d321-79f1-46c3-bacc-d94614137e92

Chicago Manual of Style (16th Edition):

Wang, Q. “Design of a Steel Pontoon-type Semi-submersible Floater Supporting the DTU 10MW Reference Turbine:.” 2014. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:0a02d321-79f1-46c3-bacc-d94614137e92.

MLA Handbook (7th Edition):

Wang, Q. “Design of a Steel Pontoon-type Semi-submersible Floater Supporting the DTU 10MW Reference Turbine:.” 2014. Web. 15 Oct 2019.

Vancouver:

Wang Q. Design of a Steel Pontoon-type Semi-submersible Floater Supporting the DTU 10MW Reference Turbine:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:0a02d321-79f1-46c3-bacc-d94614137e92.

Council of Science Editors:

Wang Q. Design of a Steel Pontoon-type Semi-submersible Floater Supporting the DTU 10MW Reference Turbine:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:0a02d321-79f1-46c3-bacc-d94614137e92


Delft University of Technology

11. Van Dijk, S.A. The dynamic behavior of floors in high-rise buildings and their contribution to damping - an analytical model:.

Degree: 2015, Delft University of Technology

 The resistance of buildings to static loads is very well defined and regulated in codes compared with the resistance to dynamic loads. However in particular… (more)

Subjects/Keywords: dynamics; buildings; vibrations; galerkin; damping

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APA (6th Edition):

Van Dijk, S. A. (2015). The dynamic behavior of floors in high-rise buildings and their contribution to damping - an analytical model:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:830027ba-867f-4fea-9b4d-276246e7d2ac

Chicago Manual of Style (16th Edition):

Van Dijk, S A. “The dynamic behavior of floors in high-rise buildings and their contribution to damping - an analytical model:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:830027ba-867f-4fea-9b4d-276246e7d2ac.

MLA Handbook (7th Edition):

Van Dijk, S A. “The dynamic behavior of floors in high-rise buildings and their contribution to damping - an analytical model:.” 2015. Web. 15 Oct 2019.

Vancouver:

Van Dijk SA. The dynamic behavior of floors in high-rise buildings and their contribution to damping - an analytical model:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:830027ba-867f-4fea-9b4d-276246e7d2ac.

Council of Science Editors:

Van Dijk SA. The dynamic behavior of floors in high-rise buildings and their contribution to damping - an analytical model:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:830027ba-867f-4fea-9b4d-276246e7d2ac


Delft University of Technology

12. Rong, K. The dynamic analysis of the Yme MOPUstor:.

Degree: 2015, Delft University of Technology

 This thesis presents the comparative study of the three different dynamic analysis methods (quasi-static, frequency-domain, time-domain), with respect to the dynamic analysis of the Yme… (more)

Subjects/Keywords: dynamic; offshore; non-linear

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APA (6th Edition):

Rong, K. (2015). The dynamic analysis of the Yme MOPUstor:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c013fe68-c61e-425a-a72b-870f1d5b60bd

Chicago Manual of Style (16th Edition):

Rong, K. “The dynamic analysis of the Yme MOPUstor:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:c013fe68-c61e-425a-a72b-870f1d5b60bd.

MLA Handbook (7th Edition):

Rong, K. “The dynamic analysis of the Yme MOPUstor:.” 2015. Web. 15 Oct 2019.

Vancouver:

Rong K. The dynamic analysis of the Yme MOPUstor:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:c013fe68-c61e-425a-a72b-870f1d5b60bd.

Council of Science Editors:

Rong K. The dynamic analysis of the Yme MOPUstor:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:c013fe68-c61e-425a-a72b-870f1d5b60bd


Delft University of Technology

13. Kosanunt, P. Fatigue analysis of subsea Jumper under external loads (steady current and earthquake):.

Degree: 2015, Delft University of Technology

 In recent times, the oil and gas business has moved into unconventional reservoirs, especially in deep-water. One high-potential prospect was found in the deep-water area… (more)

Subjects/Keywords: fatigue; subsea jumper

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APA (6th Edition):

Kosanunt, P. (2015). Fatigue analysis of subsea Jumper under external loads (steady current and earthquake):. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3b496f97-490e-4cc6-9f78-8dd83282c76a

Chicago Manual of Style (16th Edition):

Kosanunt, P. “Fatigue analysis of subsea Jumper under external loads (steady current and earthquake):.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:3b496f97-490e-4cc6-9f78-8dd83282c76a.

MLA Handbook (7th Edition):

Kosanunt, P. “Fatigue analysis of subsea Jumper under external loads (steady current and earthquake):.” 2015. Web. 15 Oct 2019.

Vancouver:

Kosanunt P. Fatigue analysis of subsea Jumper under external loads (steady current and earthquake):. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:3b496f97-490e-4cc6-9f78-8dd83282c76a.

Council of Science Editors:

Kosanunt P. Fatigue analysis of subsea Jumper under external loads (steady current and earthquake):. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:3b496f97-490e-4cc6-9f78-8dd83282c76a


Delft University of Technology

14. Chullabrahm, P. Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:.

Degree: 2015, Delft University of Technology

 Submarine pipeline is an important part of offshore oil and gas projects for fluid transmission purpose. Installation of pipelines, especially in deep water, can induce… (more)

Subjects/Keywords: buckling behaviour; miss-alignment pipe; finite element analysis; local buckling; buckling failure; ABAQUS

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APA (6th Edition):

Chullabrahm, P. (2015). Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee

Chicago Manual of Style (16th Edition):

Chullabrahm, P. “Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee.

MLA Handbook (7th Edition):

Chullabrahm, P. “Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:.” 2015. Web. 15 Oct 2019.

Vancouver:

Chullabrahm P. Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee.

Council of Science Editors:

Chullabrahm P. Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee


Delft University of Technology

15. Wu, N. Engineering Critical Assessment of Buckle Arrestor:.

Degree: 2015, Delft University of Technology

 In the deep water S-lay installation, the buckle arrestor rolls on and drops off the rollers repeatedly when it moves along the stinger. When the… (more)

Subjects/Keywords: stress; strain; tearing; fatigue; crack; ECA

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APA (6th Edition):

Wu, N. (2015). Engineering Critical Assessment of Buckle Arrestor:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c4d16700-b007-4180-9c42-e9f49a45df24

Chicago Manual of Style (16th Edition):

Wu, N. “Engineering Critical Assessment of Buckle Arrestor:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:c4d16700-b007-4180-9c42-e9f49a45df24.

MLA Handbook (7th Edition):

Wu, N. “Engineering Critical Assessment of Buckle Arrestor:.” 2015. Web. 15 Oct 2019.

Vancouver:

Wu N. Engineering Critical Assessment of Buckle Arrestor:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:c4d16700-b007-4180-9c42-e9f49a45df24.

Council of Science Editors:

Wu N. Engineering Critical Assessment of Buckle Arrestor:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:c4d16700-b007-4180-9c42-e9f49a45df24


Delft University of Technology

16. Hoekstra, C.F.C. Modeling of hydrodynamics around in-line structures in installation analysis:.

Degree: 2015, Delft University of Technology

Thesis on hydrodynamic forcing descriptions on complex shaped in-line structures during the installation phase and their impact on the dynamic behaviour of the catenary. Advisors/Committee Members: Metrikine, A., De Oliveira Barbosa, J.M., Renting, F.W..

Subjects/Keywords: hydrodynamics; in-line structure; pipeline installation; structure installation; Heerema

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APA (6th Edition):

Hoekstra, C. F. C. (2015). Modeling of hydrodynamics around in-line structures in installation analysis:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:606be77d-2212-4dfb-b795-aa4a8f098fa9

Chicago Manual of Style (16th Edition):

Hoekstra, C F C. “Modeling of hydrodynamics around in-line structures in installation analysis:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:606be77d-2212-4dfb-b795-aa4a8f098fa9.

MLA Handbook (7th Edition):

Hoekstra, C F C. “Modeling of hydrodynamics around in-line structures in installation analysis:.” 2015. Web. 15 Oct 2019.

Vancouver:

Hoekstra CFC. Modeling of hydrodynamics around in-line structures in installation analysis:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:606be77d-2212-4dfb-b795-aa4a8f098fa9.

Council of Science Editors:

Hoekstra CFC. Modeling of hydrodynamics around in-line structures in installation analysis:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:606be77d-2212-4dfb-b795-aa4a8f098fa9


Delft University of Technology

17. Nous, R.J.M. A Dynamic Approach to Evaluating the Effect of Slamming on a Jacket Foundation Template Lowered Through the Wave Zone:.

Degree: 2015, Delft University of Technology

 The joint venture between Boskalis and VolkerWessels is responsible for installing 70 jacket foundations for the Wikinger offshore wind farm. The critical phase in this… (more)

Subjects/Keywords: wave zone; mud mat; slamming

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APA (6th Edition):

Nous, R. J. M. (2015). A Dynamic Approach to Evaluating the Effect of Slamming on a Jacket Foundation Template Lowered Through the Wave Zone:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:873febfa-ee3b-4d36-b958-28a190c08066

Chicago Manual of Style (16th Edition):

Nous, R J M. “A Dynamic Approach to Evaluating the Effect of Slamming on a Jacket Foundation Template Lowered Through the Wave Zone:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:873febfa-ee3b-4d36-b958-28a190c08066.

MLA Handbook (7th Edition):

Nous, R J M. “A Dynamic Approach to Evaluating the Effect of Slamming on a Jacket Foundation Template Lowered Through the Wave Zone:.” 2015. Web. 15 Oct 2019.

Vancouver:

Nous RJM. A Dynamic Approach to Evaluating the Effect of Slamming on a Jacket Foundation Template Lowered Through the Wave Zone:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:873febfa-ee3b-4d36-b958-28a190c08066.

Council of Science Editors:

Nous RJM. A Dynamic Approach to Evaluating the Effect of Slamming on a Jacket Foundation Template Lowered Through the Wave Zone:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:873febfa-ee3b-4d36-b958-28a190c08066


Delft University of Technology

18. Leontaris, G. Design of a probabilistic decision support tool for the cable installation of an offshore wind farm:.

Degree: 2015, Delft University of Technology

 During the past years a lot of attention has been drawn towards the development of renewables, due to the expected depletion of fossil fuels and… (more)

Subjects/Keywords: probabilistic; cable installation; offshore wind farms; copulas; random weather time series; decision support; failure risks; uncertainties

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APA (6th Edition):

Leontaris, G. (2015). Design of a probabilistic decision support tool for the cable installation of an offshore wind farm:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:194d4e61-136b-4c8c-9f9e-74457988a629

Chicago Manual of Style (16th Edition):

Leontaris, G. “Design of a probabilistic decision support tool for the cable installation of an offshore wind farm:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:194d4e61-136b-4c8c-9f9e-74457988a629.

MLA Handbook (7th Edition):

Leontaris, G. “Design of a probabilistic decision support tool for the cable installation of an offshore wind farm:.” 2015. Web. 15 Oct 2019.

Vancouver:

Leontaris G. Design of a probabilistic decision support tool for the cable installation of an offshore wind farm:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:194d4e61-136b-4c8c-9f9e-74457988a629.

Council of Science Editors:

Leontaris G. Design of a probabilistic decision support tool for the cable installation of an offshore wind farm:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:194d4e61-136b-4c8c-9f9e-74457988a629


Delft University of Technology

19. De Wildt, W.N. Fatigue Analysis and Loading Scenarios of Steel Chain Links used for Subsea Rock Installation:.

Degree: 2013, Delft University of Technology

 This study analyses the fatigue failure and the loading scenarios of steel chain links used for suspending a Flexible Fall Pipe during Subsea Rock Installation.… (more)

Subjects/Keywords: fatigue; chain; links; subsea; fallpipe

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APA (6th Edition):

De Wildt, W. N. (2013). Fatigue Analysis and Loading Scenarios of Steel Chain Links used for Subsea Rock Installation:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f1c0bd70-e67c-48fa-ac1c-532b3ce0ec73

Chicago Manual of Style (16th Edition):

De Wildt, W N. “Fatigue Analysis and Loading Scenarios of Steel Chain Links used for Subsea Rock Installation:.” 2013. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:f1c0bd70-e67c-48fa-ac1c-532b3ce0ec73.

MLA Handbook (7th Edition):

De Wildt, W N. “Fatigue Analysis and Loading Scenarios of Steel Chain Links used for Subsea Rock Installation:.” 2013. Web. 15 Oct 2019.

Vancouver:

De Wildt WN. Fatigue Analysis and Loading Scenarios of Steel Chain Links used for Subsea Rock Installation:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:f1c0bd70-e67c-48fa-ac1c-532b3ce0ec73.

Council of Science Editors:

De Wildt WN. Fatigue Analysis and Loading Scenarios of Steel Chain Links used for Subsea Rock Installation:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:f1c0bd70-e67c-48fa-ac1c-532b3ce0ec73


Delft University of Technology

20. Panagoulias, S. Critical Pressure during Installation of Suction Caissons in Sand:.

Degree: 2015, Delft University of Technology

 Suction caissons are used in a variety of bottom founded and floating offshore applications, in shallow and deep waters. The present research focuses on the… (more)

Subjects/Keywords: Suction; Caisson; Installation; Sand; Critical hydraulic gradient; Critical pressure

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APA (6th Edition):

Panagoulias, S. (2015). Critical Pressure during Installation of Suction Caissons in Sand:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4346855e-c3e6-4bab-8ad9-3afb71a12c14

Chicago Manual of Style (16th Edition):

Panagoulias, S. “Critical Pressure during Installation of Suction Caissons in Sand:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:4346855e-c3e6-4bab-8ad9-3afb71a12c14.

MLA Handbook (7th Edition):

Panagoulias, S. “Critical Pressure during Installation of Suction Caissons in Sand:.” 2015. Web. 15 Oct 2019.

Vancouver:

Panagoulias S. Critical Pressure during Installation of Suction Caissons in Sand:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:4346855e-c3e6-4bab-8ad9-3afb71a12c14.

Council of Science Editors:

Panagoulias S. Critical Pressure during Installation of Suction Caissons in Sand:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:4346855e-c3e6-4bab-8ad9-3afb71a12c14

21. Smulders, J. Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:.

Degree: 2014, Delft University of Technology

 The devastation caused by Hurricane Ike in the Galveston Bay area (Texas, United States of America) proved the necessity of an improved water defense. Multiple… (more)

Subjects/Keywords: dynamic; barge; gate; stability; hydrodynamic; Bolivar; roads; ike; dike; immersion; swing; operation; hydraulic; engineering; civil

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APA (6th Edition):

Smulders, J. (2014). Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751

Chicago Manual of Style (16th Edition):

Smulders, J. “Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:.” 2014. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751.

MLA Handbook (7th Edition):

Smulders, J. “Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:.” 2014. Web. 15 Oct 2019.

Vancouver:

Smulders J. Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751.

Council of Science Editors:

Smulders J. Dynamic Assessment of the Bolivar Roads Navigational Barge Gate Barrier:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:05dde2aa-8c21-4fcb-a531-d541a60bc751


Delft University of Technology

22. Kranenburg, W.M. Modelling wave damping by fluid mud: derivation of a dispersion equation and an energy dissipation term and implementation into SWAN:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2008, Delft University of Technology

 On numerous locations in the world mud occurs in front of the coast close to river mouths. This mud can be transported to these places… (more)

Subjects/Keywords: waves; damping; SWAN; fluid mud; two-layer models

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APA (6th Edition):

Kranenburg, W. M. (2008). Modelling wave damping by fluid mud: derivation of a dispersion equation and an energy dissipation term and implementation into SWAN:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7644eb5b-0ec9-4190-9f72-ccd7b50cfc47

Chicago Manual of Style (16th Edition):

Kranenburg, W M. “Modelling wave damping by fluid mud: derivation of a dispersion equation and an energy dissipation term and implementation into SWAN:.” 2008. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:7644eb5b-0ec9-4190-9f72-ccd7b50cfc47.

MLA Handbook (7th Edition):

Kranenburg, W M. “Modelling wave damping by fluid mud: derivation of a dispersion equation and an energy dissipation term and implementation into SWAN:.” 2008. Web. 15 Oct 2019.

Vancouver:

Kranenburg WM. Modelling wave damping by fluid mud: derivation of a dispersion equation and an energy dissipation term and implementation into SWAN:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:7644eb5b-0ec9-4190-9f72-ccd7b50cfc47.

Council of Science Editors:

Kranenburg WM. Modelling wave damping by fluid mud: derivation of a dispersion equation and an energy dissipation term and implementation into SWAN:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:7644eb5b-0ec9-4190-9f72-ccd7b50cfc47

23. Chen, Y. Bucket Foundation in Clay for OWT Subjected to Combined Cyclic Loads:.

Degree: 2014, Delft University of Technology

 This thesis project investigates the bucket foundation in clay subjected to cyclic loads. The cyclic irregular loading history in this thesis was represented by the… (more)

Subjects/Keywords: Bucket Foundation; cyclic loading; failure envelope; displacement contours; Offshore wind turbines

…Reference Point SLS Serviceability Limit State TU Delft Delft University Of Technology ULS… 

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APA (6th Edition):

Chen, Y. (2014). Bucket Foundation in Clay for OWT Subjected to Combined Cyclic Loads:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:86e2a106-d942-41c6-bc1c-682aa743c474

Chicago Manual of Style (16th Edition):

Chen, Y. “Bucket Foundation in Clay for OWT Subjected to Combined Cyclic Loads:.” 2014. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:86e2a106-d942-41c6-bc1c-682aa743c474.

MLA Handbook (7th Edition):

Chen, Y. “Bucket Foundation in Clay for OWT Subjected to Combined Cyclic Loads:.” 2014. Web. 15 Oct 2019.

Vancouver:

Chen Y. Bucket Foundation in Clay for OWT Subjected to Combined Cyclic Loads:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:86e2a106-d942-41c6-bc1c-682aa743c474.

Council of Science Editors:

Chen Y. Bucket Foundation in Clay for OWT Subjected to Combined Cyclic Loads:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:86e2a106-d942-41c6-bc1c-682aa743c474

24. Bron, V.A.G. Dynamic Analysis of an Open Piled Jetty Subjected to Wave Loading:.

Degree: 2013, Delft University of Technology

 At different locations in the Caribbean cruise jetties have been damaged during hurricanes. The specific cause of the damage is unknown. In this research the… (more)

Subjects/Keywords: slamming; wave-in-deck loading; dynamic analysis; time-history loading; modal analysis; dynamic amplification; jetty

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APA (6th Edition):

Bron, V. A. G. (2013). Dynamic Analysis of an Open Piled Jetty Subjected to Wave Loading:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4a07e03a-a29c-4c15-9640-a0669e17fa22

Chicago Manual of Style (16th Edition):

Bron, V A G. “Dynamic Analysis of an Open Piled Jetty Subjected to Wave Loading:.” 2013. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:4a07e03a-a29c-4c15-9640-a0669e17fa22.

MLA Handbook (7th Edition):

Bron, V A G. “Dynamic Analysis of an Open Piled Jetty Subjected to Wave Loading:.” 2013. Web. 15 Oct 2019.

Vancouver:

Bron VAG. Dynamic Analysis of an Open Piled Jetty Subjected to Wave Loading:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:4a07e03a-a29c-4c15-9640-a0669e17fa22.

Council of Science Editors:

Bron VAG. Dynamic Analysis of an Open Piled Jetty Subjected to Wave Loading:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:4a07e03a-a29c-4c15-9640-a0669e17fa22


Delft University of Technology

25. Zeng, H. Model and parameter identification for nonlinear ice-structure interaction:.

Degree: 2015, Delft University of Technology

Subjects/Keywords: Ice-structure interaction

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APA (6th Edition):

Zeng, H. (2015). Model and parameter identification for nonlinear ice-structure interaction:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9dea4c53-30c4-484e-a879-a0afb160b7fb

Chicago Manual of Style (16th Edition):

Zeng, H. “Model and parameter identification for nonlinear ice-structure interaction:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:9dea4c53-30c4-484e-a879-a0afb160b7fb.

MLA Handbook (7th Edition):

Zeng, H. “Model and parameter identification for nonlinear ice-structure interaction:.” 2015. Web. 15 Oct 2019.

Vancouver:

Zeng H. Model and parameter identification for nonlinear ice-structure interaction:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:9dea4c53-30c4-484e-a879-a0afb160b7fb.

Council of Science Editors:

Zeng H. Model and parameter identification for nonlinear ice-structure interaction:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:9dea4c53-30c4-484e-a879-a0afb160b7fb


Delft University of Technology

26. Hendrikse, H. Ice-induced vibrations of vertically sided offshore structures.

Degree: 2017, Delft University of Technology

 Offshore developments in ice-covered waters, such as the Arctic Ocean or Baltic Sea, have received increasing attention from the petroleum and wind power industries over… (more)

Subjects/Keywords: Ice-induced vibrations; ice engineering; offshore structures

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APA (6th Edition):

Hendrikse, H. (2017). Ice-induced vibrations of vertically sided offshore structures. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; 325ebcfb-f920-400c-8ef6-21b2305b6920 ; 10.4233/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:isbn:978-94-6186-746-9 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920

Chicago Manual of Style (16th Edition):

Hendrikse, H. “Ice-induced vibrations of vertically sided offshore structures.” 2017. Doctoral Dissertation, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; 325ebcfb-f920-400c-8ef6-21b2305b6920 ; 10.4233/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:isbn:978-94-6186-746-9 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920.

MLA Handbook (7th Edition):

Hendrikse, H. “Ice-induced vibrations of vertically sided offshore structures.” 2017. Web. 15 Oct 2019.

Vancouver:

Hendrikse H. Ice-induced vibrations of vertically sided offshore structures. [Internet] [Doctoral dissertation]. Delft University of Technology; 2017. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; 325ebcfb-f920-400c-8ef6-21b2305b6920 ; 10.4233/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:isbn:978-94-6186-746-9 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920.

Council of Science Editors:

Hendrikse H. Ice-induced vibrations of vertically sided offshore structures. [Doctoral Dissertation]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; 325ebcfb-f920-400c-8ef6-21b2305b6920 ; 10.4233/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; urn:isbn:978-94-6186-746-9 ; urn:NBN:nl:ui:24-uuid:325ebcfb-f920-400c-8ef6-21b2305b6920 ; http://resolver.tudelft.nl/uuid:325ebcfb-f920-400c-8ef6-21b2305b6920


Delft University of Technology

27. van Vliet, R. A lattice model for prediction of ice failure in interaction with sloping structures.

Degree: 2018, Delft University of Technology

 To study interaction between ice and sloping structures, numerical models are required that can predict failure of the ice based on physical ice properties, deformations… (more)

Subjects/Keywords: lattice; ice; sloping structure; fracture

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APA (6th Edition):

van Vliet, R. (2018). A lattice model for prediction of ice failure in interaction with sloping structures. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; 4d27776a-9fe3-409e-8066-33b861792ba2 ; 10.4233/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:isbn:978-94-6366-092-1 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2

Chicago Manual of Style (16th Edition):

van Vliet, R. “A lattice model for prediction of ice failure in interaction with sloping structures.” 2018. Doctoral Dissertation, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; 4d27776a-9fe3-409e-8066-33b861792ba2 ; 10.4233/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:isbn:978-94-6366-092-1 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2.

MLA Handbook (7th Edition):

van Vliet, R. “A lattice model for prediction of ice failure in interaction with sloping structures.” 2018. Web. 15 Oct 2019.

Vancouver:

van Vliet R. A lattice model for prediction of ice failure in interaction with sloping structures. [Internet] [Doctoral dissertation]. Delft University of Technology; 2018. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; 4d27776a-9fe3-409e-8066-33b861792ba2 ; 10.4233/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:isbn:978-94-6366-092-1 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2.

Council of Science Editors:

van Vliet R. A lattice model for prediction of ice failure in interaction with sloping structures. [Doctoral Dissertation]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; 4d27776a-9fe3-409e-8066-33b861792ba2 ; 10.4233/uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; urn:isbn:978-94-6366-092-1 ; urn:NBN:nl:ui:24-uuid:4d27776a-9fe3-409e-8066-33b861792ba2 ; http://resolver.tudelft.nl/uuid:4d27776a-9fe3-409e-8066-33b861792ba2


Delft University of Technology

28. Sánchez Gómez, S. Energy flux method for identification of damping in high-rise buildings subject to wind.

Degree: 2019, Delft University of Technology

 Buildings are becoming taller, lighter, slenderer. These changing characteristics make tall buildings more sensitive to environmental loads, including wind gusts. A building is considered "tall"… (more)

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

APA (6th Edition):

Sánchez Gómez, S. (2019). Energy flux method for identification of damping in high-rise buildings subject to wind. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; bc4fe937-2711-4ee0-95b7-baad7c5d234c ; 10.4233/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c

Chicago Manual of Style (16th Edition):

Sánchez Gómez, S. “Energy flux method for identification of damping in high-rise buildings subject to wind.” 2019. Doctoral Dissertation, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; bc4fe937-2711-4ee0-95b7-baad7c5d234c ; 10.4233/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c.

MLA Handbook (7th Edition):

Sánchez Gómez, S. “Energy flux method for identification of damping in high-rise buildings subject to wind.” 2019. Web. 15 Oct 2019.

Vancouver:

Sánchez Gómez S. Energy flux method for identification of damping in high-rise buildings subject to wind. [Internet] [Doctoral dissertation]. Delft University of Technology; 2019. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; bc4fe937-2711-4ee0-95b7-baad7c5d234c ; 10.4233/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c.

Council of Science Editors:

Sánchez Gómez S. Energy flux method for identification of damping in high-rise buildings subject to wind. [Doctoral Dissertation]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; bc4fe937-2711-4ee0-95b7-baad7c5d234c ; 10.4233/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; urn:NBN:nl:ui:24-uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c ; http://resolver.tudelft.nl/uuid:bc4fe937-2711-4ee0-95b7-baad7c5d234c


Delft University of Technology

29. Vaanhold, M. UNDEX Impact Assessment, the effects of underwater explosions on pipeline integrity:.

Degree: 2016, Delft University of Technology

Public version. Advisors/Committee Members: Metrikine, A., Liu, P., Van Dalen, K.N., Zhao, M..

Subjects/Keywords: Abaqus; Pipelines; UNDEX; UXO; Structural acoustics

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

APA (6th Edition):

Vaanhold, M. (2016). UNDEX Impact Assessment, the effects of underwater explosions on pipeline integrity:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1e916c80-8ec0-4438-a786-a830f2499e93

Chicago Manual of Style (16th Edition):

Vaanhold, M. “UNDEX Impact Assessment, the effects of underwater explosions on pipeline integrity:.” 2016. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:1e916c80-8ec0-4438-a786-a830f2499e93.

MLA Handbook (7th Edition):

Vaanhold, M. “UNDEX Impact Assessment, the effects of underwater explosions on pipeline integrity:.” 2016. Web. 15 Oct 2019.

Vancouver:

Vaanhold M. UNDEX Impact Assessment, the effects of underwater explosions on pipeline integrity:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:1e916c80-8ec0-4438-a786-a830f2499e93.

Council of Science Editors:

Vaanhold M. UNDEX Impact Assessment, the effects of underwater explosions on pipeline integrity:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:1e916c80-8ec0-4438-a786-a830f2499e93


Delft University of Technology

30. de Brabander, W.H. Dynamic behaviour of long jetty structures under seismic condtions:.

Degree: 2006, Delft University of Technology

 Jetty structures are relatively long structures. Codes applied to seismic engineering, e.g. eurocode 8, do not make a differentiation to relatively long structures. So, what… (more)

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

APA (6th Edition):

de Brabander, W. H. (2006). Dynamic behaviour of long jetty structures under seismic condtions:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6e35ad29-d328-4245-8cc6-dbd7e009e798

Chicago Manual of Style (16th Edition):

de Brabander, W H. “Dynamic behaviour of long jetty structures under seismic condtions:.” 2006. Masters Thesis, Delft University of Technology. Accessed October 15, 2019. http://resolver.tudelft.nl/uuid:6e35ad29-d328-4245-8cc6-dbd7e009e798.

MLA Handbook (7th Edition):

de Brabander, W H. “Dynamic behaviour of long jetty structures under seismic condtions:.” 2006. Web. 15 Oct 2019.

Vancouver:

de Brabander WH. Dynamic behaviour of long jetty structures under seismic condtions:. [Internet] [Masters thesis]. Delft University of Technology; 2006. [cited 2019 Oct 15]. Available from: http://resolver.tudelft.nl/uuid:6e35ad29-d328-4245-8cc6-dbd7e009e798.

Council of Science Editors:

de Brabander WH. Dynamic behaviour of long jetty structures under seismic condtions:. [Masters Thesis]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:6e35ad29-d328-4245-8cc6-dbd7e009e798

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