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You searched for +publisher:"Delft University of Technology" +contributor:("van Dalen, Karel"). Showing records 1 – 30 of 34 total matches.

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Delft University of Technology

1. Anderson, M.C. (author). The Hybrid Monopile: Design of a novel foundation structure for large offshore wind turbines in intermediate water depths.

Degree: 2017, Delft University of Technology

 In the 26 years since the first offshore wind farm was installed in Vindeby, Denmark, the offshore wind industry has undergone remarkable growth. Recently, this… (more)

Subjects/Keywords: offshore monopiles; Offshore Wind Farms; support structures

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APA (6th Edition):

Anderson, M. C. (. (2017). The Hybrid Monopile: Design of a novel foundation structure for large offshore wind turbines in intermediate water depths. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b67deab1-d5fd-46ea-9a8f-765d3cdf2485

Chicago Manual of Style (16th Edition):

Anderson, M C (author). “The Hybrid Monopile: Design of a novel foundation structure for large offshore wind turbines in intermediate water depths.” 2017. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:b67deab1-d5fd-46ea-9a8f-765d3cdf2485.

MLA Handbook (7th Edition):

Anderson, M C (author). “The Hybrid Monopile: Design of a novel foundation structure for large offshore wind turbines in intermediate water depths.” 2017. Web. 26 Sep 2020.

Vancouver:

Anderson MC(. The Hybrid Monopile: Design of a novel foundation structure for large offshore wind turbines in intermediate water depths. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:b67deab1-d5fd-46ea-9a8f-765d3cdf2485.

Council of Science Editors:

Anderson MC(. The Hybrid Monopile: Design of a novel foundation structure for large offshore wind turbines in intermediate water depths. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:b67deab1-d5fd-46ea-9a8f-765d3cdf2485


Delft University of Technology

2. Zygounas, Fotis (author). Enhanced Bounding Surface Modeling of Sand Behaviour under Multiple Loading Cycles.

Degree: 2018, Delft University of Technology

Cyclic behaviour of soil has stimulated researchers for several decades to develop constitutive models that will be able make accurate predictions of soil behaviour and… (more)

Subjects/Keywords: cyclic loading; sand; constitutive modeling; undrained conditions; contour diagrams; bounding surface; memory surface

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APA (6th Edition):

Zygounas, F. (. (2018). Enhanced Bounding Surface Modeling of Sand Behaviour under Multiple Loading Cycles. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f0194924-aa56-40ef-b99f-8c21a5837e0b

Chicago Manual of Style (16th Edition):

Zygounas, Fotis (author). “Enhanced Bounding Surface Modeling of Sand Behaviour under Multiple Loading Cycles.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:f0194924-aa56-40ef-b99f-8c21a5837e0b.

MLA Handbook (7th Edition):

Zygounas, Fotis (author). “Enhanced Bounding Surface Modeling of Sand Behaviour under Multiple Loading Cycles.” 2018. Web. 26 Sep 2020.

Vancouver:

Zygounas F(. Enhanced Bounding Surface Modeling of Sand Behaviour under Multiple Loading Cycles. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:f0194924-aa56-40ef-b99f-8c21a5837e0b.

Council of Science Editors:

Zygounas F(. Enhanced Bounding Surface Modeling of Sand Behaviour under Multiple Loading Cycles. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:f0194924-aa56-40ef-b99f-8c21a5837e0b


Delft University of Technology

3. Kok, Roy (author). Non-linear dynamic response of a beam using an impulse response method based on linear complex modes.

Degree: 2019, Delft University of Technology

The purpose of this thesis is to formulate and test a computational method, based on linear complex modes, to calculate the dynamic response of a… (more)

Subjects/Keywords: Non-linear; Dynamic Analysis; Euler Bernoulli Beam; Modal Analysis; Eigenvalues; Damping

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APA (6th Edition):

Kok, R. (. (2019). Non-linear dynamic response of a beam using an impulse response method based on linear complex modes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b

Chicago Manual of Style (16th Edition):

Kok, Roy (author). “Non-linear dynamic response of a beam using an impulse response method based on linear complex modes.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b.

MLA Handbook (7th Edition):

Kok, Roy (author). “Non-linear dynamic response of a beam using an impulse response method based on linear complex modes.” 2019. Web. 26 Sep 2020.

Vancouver:

Kok R(. Non-linear dynamic response of a beam using an impulse response method based on linear complex modes. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b.

Council of Science Editors:

Kok R(. Non-linear dynamic response of a beam using an impulse response method based on linear complex modes. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b


Delft University of Technology

4. Verlinde, Ronald (author). Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines.

Degree: 2019, Delft University of Technology

 Offshore wind energy is considered a necessary energy resource, that may stimulate the transition from fossil fuels. Following the successful development in Western Europe, offshore… (more)

Subjects/Keywords: Soil-structure interaction; Structural Dynamics; Offshore wind turbine; Seismic loading; Earthquake Engineering; Monopile; Effective 1D model

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APA (6th Edition):

Verlinde, R. (. (2019). Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9645df3f-d53c-490a-82bb-6096b8a36e64

Chicago Manual of Style (16th Edition):

Verlinde, Ronald (author). “Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:9645df3f-d53c-490a-82bb-6096b8a36e64.

MLA Handbook (7th Edition):

Verlinde, Ronald (author). “Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines.” 2019. Web. 26 Sep 2020.

Vancouver:

Verlinde R(. Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:9645df3f-d53c-490a-82bb-6096b8a36e64.

Council of Science Editors:

Verlinde R(. Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:9645df3f-d53c-490a-82bb-6096b8a36e64


Delft University of Technology

5. Hemel, Mart-Jan (author). Submerged floating tunnel: The dynamic response due to fluid structure interaction.

Degree: 2019, Delft University of Technology

 The submerged floating tunnel (SFT), also known as the Archimedes bridge or suspended tunnel, is a conceptual idea for a tunnel that floats in the… (more)

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APA (6th Edition):

Hemel, M. (. (2019). Submerged floating tunnel: The dynamic response due to fluid structure interaction. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:49f508ae-20a3-4cf4-a99b-e609fa6e2c81

Chicago Manual of Style (16th Edition):

Hemel, Mart-Jan (author). “Submerged floating tunnel: The dynamic response due to fluid structure interaction.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:49f508ae-20a3-4cf4-a99b-e609fa6e2c81.

MLA Handbook (7th Edition):

Hemel, Mart-Jan (author). “Submerged floating tunnel: The dynamic response due to fluid structure interaction.” 2019. Web. 26 Sep 2020.

Vancouver:

Hemel M(. Submerged floating tunnel: The dynamic response due to fluid structure interaction. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:49f508ae-20a3-4cf4-a99b-e609fa6e2c81.

Council of Science Editors:

Hemel M(. Submerged floating tunnel: The dynamic response due to fluid structure interaction. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:49f508ae-20a3-4cf4-a99b-e609fa6e2c81


Delft University of Technology

6. van Schaik, Rik (author). The dynamic response of a wind turbine blade to downwind tower shadow.

Degree: 2019, Delft University of Technology

 The quest for affordable renewable energy causes the need for bigger and more efficient wind turbines. To counter the problem of possible collisions between the… (more)

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APA (6th Edition):

van Schaik, R. (. (2019). The dynamic response of a wind turbine blade to downwind tower shadow. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0ae317a7-021f-43d4-81bb-8d87f4adb6fa

Chicago Manual of Style (16th Edition):

van Schaik, Rik (author). “The dynamic response of a wind turbine blade to downwind tower shadow.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:0ae317a7-021f-43d4-81bb-8d87f4adb6fa.

MLA Handbook (7th Edition):

van Schaik, Rik (author). “The dynamic response of a wind turbine blade to downwind tower shadow.” 2019. Web. 26 Sep 2020.

Vancouver:

van Schaik R(. The dynamic response of a wind turbine blade to downwind tower shadow. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:0ae317a7-021f-43d4-81bb-8d87f4adb6fa.

Council of Science Editors:

van Schaik R(. The dynamic response of a wind turbine blade to downwind tower shadow. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:0ae317a7-021f-43d4-81bb-8d87f4adb6fa


Delft University of Technology

7. Sulollari, Enxhi (author). Study of nonlinear dynamic soil response to harmonic excitation using semi-analytical and numerical methods.

Degree: 2019, Delft University of Technology

 The strive for cleaner energy sources is one of the most demanding problems the world faces today. The role of offshore wind in the energy… (more)

Subjects/Keywords: Nonlinear dynamics; harmonic balance method; numerical method; harmonic excitation; soil response; non-reflective boundary condition; standing waves; propagating waves

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APA (6th Edition):

Sulollari, E. (. (2019). Study of nonlinear dynamic soil response to harmonic excitation using semi-analytical and numerical methods. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:04616d30-67e0-488b-8589-f8a92aea0bea

Chicago Manual of Style (16th Edition):

Sulollari, Enxhi (author). “Study of nonlinear dynamic soil response to harmonic excitation using semi-analytical and numerical methods.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:04616d30-67e0-488b-8589-f8a92aea0bea.

MLA Handbook (7th Edition):

Sulollari, Enxhi (author). “Study of nonlinear dynamic soil response to harmonic excitation using semi-analytical and numerical methods.” 2019. Web. 26 Sep 2020.

Vancouver:

Sulollari E(. Study of nonlinear dynamic soil response to harmonic excitation using semi-analytical and numerical methods. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:04616d30-67e0-488b-8589-f8a92aea0bea.

Council of Science Editors:

Sulollari E(. Study of nonlinear dynamic soil response to harmonic excitation using semi-analytical and numerical methods. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:04616d30-67e0-488b-8589-f8a92aea0bea


Delft University of Technology

8. Jolink, Chris (author). Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions.

Degree: 2017, Delft University of Technology

 When modelling a structure-soil system, interaction stresses at the interface of the structure and the surface of soil layer influence the dynamic behaviour of the… (more)

Subjects/Keywords: Soil Dynamics; SH-waves; Soil-Structure Interaction; Structural Dynamic; Shear waves

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APA (6th Edition):

Jolink, C. (. (2017). Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e

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):

Jolink, Chris (author). “Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions.” 2017. Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e.

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

MLA Handbook (7th Edition):

Jolink, Chris (author). “Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions.” 2017. Web. 26 Sep 2020.

Vancouver:

Jolink C(. Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e.

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

Council of Science Editors:

Jolink C(. Structure-soil interaction for horizontally polarised shear waves: Formulating SH-waves in a homogeneous elastic continuum with generalised boundary conditions. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:0940a469-0f4d-40fd-92a2-ffad9ac0aa7e

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


Delft University of Technology

9. Moragiannis, Panagiotis (author). Defining a solid approach for designing a bridge landing against fatigue.

Degree: 2019, Delft University of Technology

 Offshore oil and gas projects usually require the presence of more than one facilities in the same location. These facilities need to be connected with… (more)

Subjects/Keywords: Fatigue Analysis; bridge landing; Friction; Dynamic; S-N approach

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APA (6th Edition):

Moragiannis, P. (. (2019). Defining a solid approach for designing a bridge landing against fatigue. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d7d2ed22-afb2-488e-bfb1-99cf4a9b0695

Chicago Manual of Style (16th Edition):

Moragiannis, Panagiotis (author). “Defining a solid approach for designing a bridge landing against fatigue.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:d7d2ed22-afb2-488e-bfb1-99cf4a9b0695.

MLA Handbook (7th Edition):

Moragiannis, Panagiotis (author). “Defining a solid approach for designing a bridge landing against fatigue.” 2019. Web. 26 Sep 2020.

Vancouver:

Moragiannis P(. Defining a solid approach for designing a bridge landing against fatigue. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:d7d2ed22-afb2-488e-bfb1-99cf4a9b0695.

Council of Science Editors:

Moragiannis P(. Defining a solid approach for designing a bridge landing against fatigue. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:d7d2ed22-afb2-488e-bfb1-99cf4a9b0695


Delft University of Technology

10. Vicca, Elke (author). Instability of a high-speed vehicle moving through a tunnel embedded in a visco-elastic half-plane: The Hyperloop case.

Degree: 2019, Delft University of Technology

 Hyperloop is a high-speed transportation mode which operates by sending magnetically levitated capsule-like vehicles through a near vacuum tunnel. Due to the reduced air resistance… (more)

Subjects/Keywords: instability; oscillator; beam; visco-elastic half-plane; Hyperloop; tunnel; vertical vibrations

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APA (6th Edition):

Vicca, E. (. (2019). Instability of a high-speed vehicle moving through a tunnel embedded in a visco-elastic half-plane: The Hyperloop case. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e17786ba-54f8-44ec-9ef0-46758bb36612

Chicago Manual of Style (16th Edition):

Vicca, Elke (author). “Instability of a high-speed vehicle moving through a tunnel embedded in a visco-elastic half-plane: The Hyperloop case.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:e17786ba-54f8-44ec-9ef0-46758bb36612.

MLA Handbook (7th Edition):

Vicca, Elke (author). “Instability of a high-speed vehicle moving through a tunnel embedded in a visco-elastic half-plane: The Hyperloop case.” 2019. Web. 26 Sep 2020.

Vancouver:

Vicca E(. Instability of a high-speed vehicle moving through a tunnel embedded in a visco-elastic half-plane: The Hyperloop case. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:e17786ba-54f8-44ec-9ef0-46758bb36612.

Council of Science Editors:

Vicca E(. Instability of a high-speed vehicle moving through a tunnel embedded in a visco-elastic half-plane: The Hyperloop case. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:e17786ba-54f8-44ec-9ef0-46758bb36612


Delft University of Technology

11. Descourtieux, Emeric (author). Modal analysis of bottom founded offshore wind structures via the creation of a finite element model.

Degree: 2018, Delft University of Technology

 One way to implement a wind turbine in the sea is to use lattice structures. Since these structures are placed offshore, they must be able… (more)

Subjects/Keywords: Finite Element modelling; Finite Element Analysis; Modal Analysis; Wind; bottom founded structure; jacket; MATLAB; natural frequency; modes; wind energy

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APA (6th Edition):

Descourtieux, E. (. (2018). Modal analysis of bottom founded offshore wind structures via the creation of a finite element model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e7a95c7e-31b1-41f0-8a2f-4f3552c8aa4b

Chicago Manual of Style (16th Edition):

Descourtieux, Emeric (author). “Modal analysis of bottom founded offshore wind structures via the creation of a finite element model.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:e7a95c7e-31b1-41f0-8a2f-4f3552c8aa4b.

MLA Handbook (7th Edition):

Descourtieux, Emeric (author). “Modal analysis of bottom founded offshore wind structures via the creation of a finite element model.” 2018. Web. 26 Sep 2020.

Vancouver:

Descourtieux E(. Modal analysis of bottom founded offshore wind structures via the creation of a finite element model. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:e7a95c7e-31b1-41f0-8a2f-4f3552c8aa4b.

Council of Science Editors:

Descourtieux E(. Modal analysis of bottom founded offshore wind structures via the creation of a finite element model. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:e7a95c7e-31b1-41f0-8a2f-4f3552c8aa4b


Delft University of Technology

12. Berbers, Stijn (author). Structural integrity assessment of self-elevating units with fatigue and corrosion damage based on actual load history.

Degree: 2017, Delft University of Technology

 Seafox owns and operates a fleet of 12 Jack-ups. The design life of these Jack-ups is typically around 30 years. However, some have remained operational… (more)

Subjects/Keywords: Jack-up; Fatigue; Dimunition; Dynamic Analysis; Finite Element Analysis

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APA (6th Edition):

Berbers, S. (. (2017). Structural integrity assessment of self-elevating units with fatigue and corrosion damage based on actual load history. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:afc0d0cb-042c-450c-9a83-30f1293306e2

Chicago Manual of Style (16th Edition):

Berbers, Stijn (author). “Structural integrity assessment of self-elevating units with fatigue and corrosion damage based on actual load history.” 2017. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:afc0d0cb-042c-450c-9a83-30f1293306e2.

MLA Handbook (7th Edition):

Berbers, Stijn (author). “Structural integrity assessment of self-elevating units with fatigue and corrosion damage based on actual load history.” 2017. Web. 26 Sep 2020.

Vancouver:

Berbers S(. Structural integrity assessment of self-elevating units with fatigue and corrosion damage based on actual load history. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:afc0d0cb-042c-450c-9a83-30f1293306e2.

Council of Science Editors:

Berbers S(. Structural integrity assessment of self-elevating units with fatigue and corrosion damage based on actual load history. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:afc0d0cb-042c-450c-9a83-30f1293306e2


Delft University of Technology

13. Abhishek, Abhisek (author). Reduction of fatigue computational time for offshore wind turbine jacket foundations: Investigation of lumping methods for correlated wind-wave data and frequency-domain approach.

Degree: 2018, Delft University of Technology

 Recognizing climate change as a result of more than 150 years of industrial activity, and due to the emission reduction protocols set internationally, wind energy… (more)

Subjects/Keywords: Fatigue; lumping; Frequency domain; scatter diagram; Reductions; Jacket

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APA (6th Edition):

Abhishek, A. (. (2018). Reduction of fatigue computational time for offshore wind turbine jacket foundations: Investigation of lumping methods for correlated wind-wave data and frequency-domain approach. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b6456b90-e912-4e06-bca0-21e0cbf87276

Chicago Manual of Style (16th Edition):

Abhishek, Abhisek (author). “Reduction of fatigue computational time for offshore wind turbine jacket foundations: Investigation of lumping methods for correlated wind-wave data and frequency-domain approach.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:b6456b90-e912-4e06-bca0-21e0cbf87276.

MLA Handbook (7th Edition):

Abhishek, Abhisek (author). “Reduction of fatigue computational time for offshore wind turbine jacket foundations: Investigation of lumping methods for correlated wind-wave data and frequency-domain approach.” 2018. Web. 26 Sep 2020.

Vancouver:

Abhishek A(. Reduction of fatigue computational time for offshore wind turbine jacket foundations: Investigation of lumping methods for correlated wind-wave data and frequency-domain approach. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:b6456b90-e912-4e06-bca0-21e0cbf87276.

Council of Science Editors:

Abhishek A(. Reduction of fatigue computational time for offshore wind turbine jacket foundations: Investigation of lumping methods for correlated wind-wave data and frequency-domain approach. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:b6456b90-e912-4e06-bca0-21e0cbf87276


Delft University of Technology

14. Mensch, Bas (author). Split-hopper barges: Workability of a split-hopper barge in irregular seas.

Degree: 2017, Delft University of Technology

 A split hopper barge is a dredging vessel that can split over its longitudinal axis to discharge its cargo. To allow for such an operation,… (more)

Subjects/Keywords: Workability; ANSYS; AQWA; WAMIT; Split hopper barge; Bureau Veritas; MATLAB

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APA (6th Edition):

Mensch, B. (. (2017). Split-hopper barges: Workability of a split-hopper barge in irregular seas. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:48c42574-2663-467d-8af2-40d35db0b310

Chicago Manual of Style (16th Edition):

Mensch, Bas (author). “Split-hopper barges: Workability of a split-hopper barge in irregular seas.” 2017. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:48c42574-2663-467d-8af2-40d35db0b310.

MLA Handbook (7th Edition):

Mensch, Bas (author). “Split-hopper barges: Workability of a split-hopper barge in irregular seas.” 2017. Web. 26 Sep 2020.

Vancouver:

Mensch B(. Split-hopper barges: Workability of a split-hopper barge in irregular seas. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:48c42574-2663-467d-8af2-40d35db0b310.

Council of Science Editors:

Mensch B(. Split-hopper barges: Workability of a split-hopper barge in irregular seas. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:48c42574-2663-467d-8af2-40d35db0b310


Delft University of Technology

15. Jessurun, Timothy (author). Modelling the vortex induced vibrations of sea fastened wind turbine towers using a wake oscillator.

Degree: 2019, Delft University of Technology

It is well known that for tall cylindrical structures under wind action, such as wind turbine towers, vortex induced vibrations (VIV) may occur. During the… (more)

Subjects/Keywords: Vortex induced vibrations; wake oscillator model; Wind Turbine Towers

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APA (6th Edition):

Jessurun, T. (. (2019). Modelling the vortex induced vibrations of sea fastened wind turbine towers using a wake oscillator. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4b07474f-aff1-4ef3-8057-ae695c0125c2

Chicago Manual of Style (16th Edition):

Jessurun, Timothy (author). “Modelling the vortex induced vibrations of sea fastened wind turbine towers using a wake oscillator.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:4b07474f-aff1-4ef3-8057-ae695c0125c2.

MLA Handbook (7th Edition):

Jessurun, Timothy (author). “Modelling the vortex induced vibrations of sea fastened wind turbine towers using a wake oscillator.” 2019. Web. 26 Sep 2020.

Vancouver:

Jessurun T(. Modelling the vortex induced vibrations of sea fastened wind turbine towers using a wake oscillator. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:4b07474f-aff1-4ef3-8057-ae695c0125c2.

Council of Science Editors:

Jessurun T(. Modelling the vortex induced vibrations of sea fastened wind turbine towers using a wake oscillator. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:4b07474f-aff1-4ef3-8057-ae695c0125c2


Delft University of Technology

16. Jansen, Jasper (author). Partially Displacement Controlled conditions in the overbend: During S-lay pipeline installation.

Degree: 2018, Delft University of Technology

 The S-lay pipeline installation method is characterised by its fast installation process and its application in all water depths. Offshore standards and design codes provide… (more)

Subjects/Keywords: stinger; overbend; S-lay; buckling; displacement control; load control; partial displacement control; weak link

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APA (6th Edition):

Jansen, J. (. (2018). Partially Displacement Controlled conditions in the overbend: During S-lay pipeline installation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:54c34918-f3e0-46d7-b77d-287855948916

Chicago Manual of Style (16th Edition):

Jansen, Jasper (author). “Partially Displacement Controlled conditions in the overbend: During S-lay pipeline installation.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:54c34918-f3e0-46d7-b77d-287855948916.

MLA Handbook (7th Edition):

Jansen, Jasper (author). “Partially Displacement Controlled conditions in the overbend: During S-lay pipeline installation.” 2018. Web. 26 Sep 2020.

Vancouver:

Jansen J(. Partially Displacement Controlled conditions in the overbend: During S-lay pipeline installation. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:54c34918-f3e0-46d7-b77d-287855948916.

Council of Science Editors:

Jansen J(. Partially Displacement Controlled conditions in the overbend: During S-lay pipeline installation. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:54c34918-f3e0-46d7-b77d-287855948916


Delft University of Technology

17. Soni, Mohit (author). Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis.

Degree: 2019, Delft University of Technology

 Unreinforced masonry (URM) buildings are vulnerable when subjected to out-of-plane dynamic loading, especially under as earthquakes. Within the masonry building, the wall spanning in the… (more)

Subjects/Keywords: Unreinforced masonry wall; Out-of-plane behaviour; Numerical Analysis; Orthotropic vs Isotropic material

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APA (6th Edition):

Soni, M. (. (2019). Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75

Chicago Manual of Style (16th Edition):

Soni, Mohit (author). “Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75.

MLA Handbook (7th Edition):

Soni, Mohit (author). “Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis.” 2019. Web. 26 Sep 2020.

Vancouver:

Soni M(. Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75.

Council of Science Editors:

Soni M(. Behaviour of two-way spanning walls subjected to out-of-plane loading by numerical analysis. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:e38f8648-a1cd-4db4-8489-a8c82f4b7b75


Delft University of Technology

18. de Zwart, Tim (author). Vortex-induced vibrations in OTEC: An analysis of VIV of a cold water pipe for OTEC plants.

Degree: 2017, Delft University of Technology

 As climate change seems to become more and more of a serious issue, a sudden surge of interest in clean and renewable energy sources is… (more)

Subjects/Keywords: OTEC; VIV; numerical analysis; wake oscillator model

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APA (6th Edition):

de Zwart, T. (. (2017). Vortex-induced vibrations in OTEC: An analysis of VIV of a cold water pipe for OTEC plants. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c94cdc0a-1543-4366-97fb-b17798938e0c

Chicago Manual of Style (16th Edition):

de Zwart, Tim (author). “Vortex-induced vibrations in OTEC: An analysis of VIV of a cold water pipe for OTEC plants.” 2017. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:c94cdc0a-1543-4366-97fb-b17798938e0c.

MLA Handbook (7th Edition):

de Zwart, Tim (author). “Vortex-induced vibrations in OTEC: An analysis of VIV of a cold water pipe for OTEC plants.” 2017. Web. 26 Sep 2020.

Vancouver:

de Zwart T(. Vortex-induced vibrations in OTEC: An analysis of VIV of a cold water pipe for OTEC plants. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:c94cdc0a-1543-4366-97fb-b17798938e0c.

Council of Science Editors:

de Zwart T(. Vortex-induced vibrations in OTEC: An analysis of VIV of a cold water pipe for OTEC plants. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:c94cdc0a-1543-4366-97fb-b17798938e0c


Delft University of Technology

19. de Zeeuw, Alwin (author). Topology Optimization of Wave Barriers: Development of a tool for use in engineering practice.

Degree: 2018, Delft University of Technology

 Wave barriers are a common mitigation measure when dealing with environmentally induced vibrations. These wave barriers generally consist of stiff vertical walls buried in the… (more)

Subjects/Keywords: Topology Optimization; Wave Barriers; Railway-induced vibration; frequency domain; 2D

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APA (6th Edition):

de Zeeuw, A. (. (2018). Topology Optimization of Wave Barriers: Development of a tool for use in engineering practice. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:83784e45-abe6-4800-b862-42d7dba09c75

Chicago Manual of Style (16th Edition):

de Zeeuw, Alwin (author). “Topology Optimization of Wave Barriers: Development of a tool for use in engineering practice.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:83784e45-abe6-4800-b862-42d7dba09c75.

MLA Handbook (7th Edition):

de Zeeuw, Alwin (author). “Topology Optimization of Wave Barriers: Development of a tool for use in engineering practice.” 2018. Web. 26 Sep 2020.

Vancouver:

de Zeeuw A(. Topology Optimization of Wave Barriers: Development of a tool for use in engineering practice. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:83784e45-abe6-4800-b862-42d7dba09c75.

Council of Science Editors:

de Zeeuw A(. Topology Optimization of Wave Barriers: Development of a tool for use in engineering practice. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:83784e45-abe6-4800-b862-42d7dba09c75


Delft University of Technology

20. Yuan, Jun (author). The dynamic response of an embedded cavity in a half-space subjected to SH waves using the Boundary Element Method.

Degree: 2017, Delft University of Technology

A reciprocity-based direct boundary integral method and indirect boundary integral method have been introduced and used to obtain the two-dimensional response of a cylindrical cavity… (more)

Subjects/Keywords: Boundary element method; half-space with cavity; SH waves

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APA (6th Edition):

Yuan, J. (. (2017). The dynamic response of an embedded cavity in a half-space subjected to SH waves using the Boundary Element Method. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:862f9db7-8e57-43dc-a5ce-60b9625a11c9

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):

Yuan, Jun (author). “The dynamic response of an embedded cavity in a half-space subjected to SH waves using the Boundary Element Method.” 2017. Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:862f9db7-8e57-43dc-a5ce-60b9625a11c9.

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

MLA Handbook (7th Edition):

Yuan, Jun (author). “The dynamic response of an embedded cavity in a half-space subjected to SH waves using the Boundary Element Method.” 2017. Web. 26 Sep 2020.

Vancouver:

Yuan J(. The dynamic response of an embedded cavity in a half-space subjected to SH waves using the Boundary Element Method. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:862f9db7-8e57-43dc-a5ce-60b9625a11c9.

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

Council of Science Editors:

Yuan J(. The dynamic response of an embedded cavity in a half-space subjected to SH waves using the Boundary Element Method. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:862f9db7-8e57-43dc-a5ce-60b9625a11c9

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


Delft University of Technology

21. van den Bosch, Joost (author). Definition and Response Validation of a Simplified Aero-Servo-Elastic Wind Turbine Model.

Degree: 2017, Delft University of Technology

 Currently, the foundation design of offshore wind turbines is based on a simple cantilever beam model with a mass representing the rotor and nacelle, or… (more)

Subjects/Keywords: Wind energy; WInd turbine; Pitch control; Aerodynamic; Model; Numerical; Aero; Servo; Elastic; Monopile; Support structure; Response; Bladed; Linearized; Linear; Nonlinear; Lift coefficient; Drag coefficient; Induction factor; Generator; Drivetrain; Rotor; Dynamics

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APA (6th Edition):

van den Bosch, J. (. (2017). Definition and Response Validation of a Simplified Aero-Servo-Elastic Wind Turbine Model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fac8b394-8e67-4a95-bb1a-ba9011ea489a

Chicago Manual of Style (16th Edition):

van den Bosch, Joost (author). “Definition and Response Validation of a Simplified Aero-Servo-Elastic Wind Turbine Model.” 2017. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:fac8b394-8e67-4a95-bb1a-ba9011ea489a.

MLA Handbook (7th Edition):

van den Bosch, Joost (author). “Definition and Response Validation of a Simplified Aero-Servo-Elastic Wind Turbine Model.” 2017. Web. 26 Sep 2020.

Vancouver:

van den Bosch J(. Definition and Response Validation of a Simplified Aero-Servo-Elastic Wind Turbine Model. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:fac8b394-8e67-4a95-bb1a-ba9011ea489a.

Council of Science Editors:

van den Bosch J(. Definition and Response Validation of a Simplified Aero-Servo-Elastic Wind Turbine Model. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:fac8b394-8e67-4a95-bb1a-ba9011ea489a


Delft University of Technology

22. Zhang, Weiyi (author). Global Dynamic Fluid-Structure-Interaction Analysis for a Submerged Floating Tunnel.

Degree: 2019, Delft University of Technology

This thesis aims to gain insight into the global dynamic fluid-structure interaction response of a submerged floating tunnel (SFT) under the wave and current loading… (more)

Subjects/Keywords: Nonlinear Dynamics; Global Dynamic Analysis; Vortex induced vibrations; Submerged Floating Tunnels

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APA (6th Edition):

Zhang, W. (. (2019). Global Dynamic Fluid-Structure-Interaction Analysis for a Submerged Floating Tunnel. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:00c0b7b2-7dc3-47ed-9002-b2468787a8c0

Chicago Manual of Style (16th Edition):

Zhang, Weiyi (author). “Global Dynamic Fluid-Structure-Interaction Analysis for a Submerged Floating Tunnel.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:00c0b7b2-7dc3-47ed-9002-b2468787a8c0.

MLA Handbook (7th Edition):

Zhang, Weiyi (author). “Global Dynamic Fluid-Structure-Interaction Analysis for a Submerged Floating Tunnel.” 2019. Web. 26 Sep 2020.

Vancouver:

Zhang W(. Global Dynamic Fluid-Structure-Interaction Analysis for a Submerged Floating Tunnel. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:00c0b7b2-7dc3-47ed-9002-b2468787a8c0.

Council of Science Editors:

Zhang W(. Global Dynamic Fluid-Structure-Interaction Analysis for a Submerged Floating Tunnel. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:00c0b7b2-7dc3-47ed-9002-b2468787a8c0


Delft University of Technology

23. Baas, Jurian (author). The Impact of a Noise Mitigation Screen on the Scour Protection: Process identification and worst case evaluation.

Degree: 2018, Delft University of Technology

 Current trends show that the offshore wind industry is evolving into deeper waters, with larger turbines and consequently larger foundations. In Europe 80% of the… (more)

Subjects/Keywords: Noise mitigation screen; Scour protection; Impact hammer

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APA (6th Edition):

Baas, J. (. (2018). The Impact of a Noise Mitigation Screen on the Scour Protection: Process identification and worst case evaluation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a2ec0ee9-b9e1-48ad-963b-2bcbd7fe4d08

Chicago Manual of Style (16th Edition):

Baas, Jurian (author). “The Impact of a Noise Mitigation Screen on the Scour Protection: Process identification and worst case evaluation.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:a2ec0ee9-b9e1-48ad-963b-2bcbd7fe4d08.

MLA Handbook (7th Edition):

Baas, Jurian (author). “The Impact of a Noise Mitigation Screen on the Scour Protection: Process identification and worst case evaluation.” 2018. Web. 26 Sep 2020.

Vancouver:

Baas J(. The Impact of a Noise Mitigation Screen on the Scour Protection: Process identification and worst case evaluation. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:a2ec0ee9-b9e1-48ad-963b-2bcbd7fe4d08.

Council of Science Editors:

Baas J(. The Impact of a Noise Mitigation Screen on the Scour Protection: Process identification and worst case evaluation. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:a2ec0ee9-b9e1-48ad-963b-2bcbd7fe4d08


Delft University of Technology

24. Yuan, Jun (author). The dynamic response of a Hyperloop tube embedded in soft soils.

Degree: 2018, Delft University of Technology

 The hyperloop system is a new transportation mode, which consists a magnetic levitating capsule-like hyperloop pod and a vacuum tube. Due to small air hindrance,… (more)

Subjects/Keywords: Hyperloop; Critical Velocity; Dynamic Analysis; Indirect Boundary Element Method; 2.5D Green's functions; Finite Element Method

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APA (6th Edition):

Yuan, J. (. (2018). The dynamic response of a Hyperloop tube embedded in soft soils. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7622a117-3f4f-4990-ba45-ee51d2b85420

Chicago Manual of Style (16th Edition):

Yuan, Jun (author). “The dynamic response of a Hyperloop tube embedded in soft soils.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:7622a117-3f4f-4990-ba45-ee51d2b85420.

MLA Handbook (7th Edition):

Yuan, Jun (author). “The dynamic response of a Hyperloop tube embedded in soft soils.” 2018. Web. 26 Sep 2020.

Vancouver:

Yuan J(. The dynamic response of a Hyperloop tube embedded in soft soils. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:7622a117-3f4f-4990-ba45-ee51d2b85420.

Council of Science Editors:

Yuan J(. The dynamic response of a Hyperloop tube embedded in soft soils. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:7622a117-3f4f-4990-ba45-ee51d2b85420


Delft University of Technology

25. Paraskeva, Maria (author). Coupled Bending-Twist Vibration of a Horizontal Axis Wind Turbine Blade Accounting for Tower Shadow Under Turbulent Flow.

Degree: 2018, Delft University of Technology

 Due to global warming effect humanity is forced to seek cleaner forms of energy. One of these are renewable energies, which are inexhaustible and increasingly… (more)

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APA (6th Edition):

Paraskeva, M. (. (2018). Coupled Bending-Twist Vibration of a Horizontal Axis Wind Turbine Blade Accounting for Tower Shadow Under Turbulent Flow. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:074b463f-dc72-445e-b95b-1d825f3a1695

Chicago Manual of Style (16th Edition):

Paraskeva, Maria (author). “Coupled Bending-Twist Vibration of a Horizontal Axis Wind Turbine Blade Accounting for Tower Shadow Under Turbulent Flow.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:074b463f-dc72-445e-b95b-1d825f3a1695.

MLA Handbook (7th Edition):

Paraskeva, Maria (author). “Coupled Bending-Twist Vibration of a Horizontal Axis Wind Turbine Blade Accounting for Tower Shadow Under Turbulent Flow.” 2018. Web. 26 Sep 2020.

Vancouver:

Paraskeva M(. Coupled Bending-Twist Vibration of a Horizontal Axis Wind Turbine Blade Accounting for Tower Shadow Under Turbulent Flow. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:074b463f-dc72-445e-b95b-1d825f3a1695.

Council of Science Editors:

Paraskeva M(. Coupled Bending-Twist Vibration of a Horizontal Axis Wind Turbine Blade Accounting for Tower Shadow Under Turbulent Flow. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:074b463f-dc72-445e-b95b-1d825f3a1695


Delft University of Technology

26. Nata, Spyridoula (author). Integrated Modeling of Offshore Wind Turbines.

Degree: 2018, Delft University of Technology

In order for the offshore wind industry to be competitive, the cost has to be driven down. One of the major factors that contribute to… (more)

Subjects/Keywords: Offshore wind turbines; numerical modeling; integrated modeling

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APA (6th Edition):

Nata, S. (. (2018). Integrated Modeling of Offshore Wind Turbines. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3efd95ae-5c9b-42ab-b311-ce003d05109d

Chicago Manual of Style (16th Edition):

Nata, Spyridoula (author). “Integrated Modeling of Offshore Wind Turbines.” 2018. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:3efd95ae-5c9b-42ab-b311-ce003d05109d.

MLA Handbook (7th Edition):

Nata, Spyridoula (author). “Integrated Modeling of Offshore Wind Turbines.” 2018. Web. 26 Sep 2020.

Vancouver:

Nata S(. Integrated Modeling of Offshore Wind Turbines. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:3efd95ae-5c9b-42ab-b311-ce003d05109d.

Council of Science Editors:

Nata S(. Integrated Modeling of Offshore Wind Turbines. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:3efd95ae-5c9b-42ab-b311-ce003d05109d


Delft University of Technology

27. Lee, Jerry (author). Steel quantity and cost comparison of modular construction options for sea-transported pipe racks.

Degree: 2017, Delft University of Technology

 This thesis is aimed at finding the most cost effective way of executing Modular Execution Strategy (MES) for building pipe racks of a project that… (more)

Subjects/Keywords: Steel Structure; Sea-transport; Pipe Rack; Modular Construction

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APA (6th Edition):

Lee, J. (. (2017). Steel quantity and cost comparison of modular construction options for sea-transported pipe racks. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:388c358a-fd96-45d8-8979-2eb400a4e245

Chicago Manual of Style (16th Edition):

Lee, Jerry (author). “Steel quantity and cost comparison of modular construction options for sea-transported pipe racks.” 2017. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:388c358a-fd96-45d8-8979-2eb400a4e245.

MLA Handbook (7th Edition):

Lee, Jerry (author). “Steel quantity and cost comparison of modular construction options for sea-transported pipe racks.” 2017. Web. 26 Sep 2020.

Vancouver:

Lee J(. Steel quantity and cost comparison of modular construction options for sea-transported pipe racks. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:388c358a-fd96-45d8-8979-2eb400a4e245.

Council of Science Editors:

Lee J(. Steel quantity and cost comparison of modular construction options for sea-transported pipe racks. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:388c358a-fd96-45d8-8979-2eb400a4e245


Delft University of Technology

28. Papadopoulos, Giorgos (author). Structural response of the Bjornefjord Submerged Floating Tunnel in current flow.

Degree: 2019, Delft University of Technology

The Submerged Floating Tunnel (SFT) is an innovative type of transport structure, with significant advantages in crossing long, deep and wide water areas, compared to… (more)

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

APA (6th Edition):

Papadopoulos, G. (. (2019). Structural response of the Bjornefjord Submerged Floating Tunnel in current flow. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8ea651dd-ef64-4440-82fe-5ceca42c18dd

Chicago Manual of Style (16th Edition):

Papadopoulos, Giorgos (author). “Structural response of the Bjornefjord Submerged Floating Tunnel in current flow.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:8ea651dd-ef64-4440-82fe-5ceca42c18dd.

MLA Handbook (7th Edition):

Papadopoulos, Giorgos (author). “Structural response of the Bjornefjord Submerged Floating Tunnel in current flow.” 2019. Web. 26 Sep 2020.

Vancouver:

Papadopoulos G(. Structural response of the Bjornefjord Submerged Floating Tunnel in current flow. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:8ea651dd-ef64-4440-82fe-5ceca42c18dd.

Council of Science Editors:

Papadopoulos G(. Structural response of the Bjornefjord Submerged Floating Tunnel in current flow. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:8ea651dd-ef64-4440-82fe-5ceca42c18dd


Delft University of Technology

29. Tofik, Halsho (author). Fatigue assessment of existing offshore wind turbine support structures for lifetime extension.

Degree: 2019, Delft University of Technology

 Offshore wind turbines (OWTs), together with their support structures, are designed for an operational period of 20 years. The first generation of these offshore wind… (more)

Subjects/Keywords: Wind Turbine; Lifetime extension; Assessment method; Support structures

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

APA (6th Edition):

Tofik, H. (. (2019). Fatigue assessment of existing offshore wind turbine support structures for lifetime extension. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d1d6a5f6-6c34-4450-8e79-06b1eca6fc99

Chicago Manual of Style (16th Edition):

Tofik, Halsho (author). “Fatigue assessment of existing offshore wind turbine support structures for lifetime extension.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:d1d6a5f6-6c34-4450-8e79-06b1eca6fc99.

MLA Handbook (7th Edition):

Tofik, Halsho (author). “Fatigue assessment of existing offshore wind turbine support structures for lifetime extension.” 2019. Web. 26 Sep 2020.

Vancouver:

Tofik H(. Fatigue assessment of existing offshore wind turbine support structures for lifetime extension. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:d1d6a5f6-6c34-4450-8e79-06b1eca6fc99.

Council of Science Editors:

Tofik H(. Fatigue assessment of existing offshore wind turbine support structures for lifetime extension. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:d1d6a5f6-6c34-4450-8e79-06b1eca6fc99


Delft University of Technology

30. Kunicka, Ewa (author). Concrete slab beneath ballast bed - An Abatement Measure For Railway Induced Vibration.

Degree: 2019, Delft University of Technology

 In this research project, an assessment of an abatement measure for mitigating railway induced vibrations is carried out. Ground-borne vibrations, which are primarily generated due… (more)

Subjects/Keywords: FEM; Railway induced vibration; vibration; abatement measure; concrete slab; Numerical Analysis; Train; Dynamic Analysis; Plaxis 3D

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

APA (6th Edition):

Kunicka, E. (. (2019). Concrete slab beneath ballast bed - An Abatement Measure For Railway Induced Vibration. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bce1eb39-0d87-4edc-9ffc-3b60c1fe45c4

Chicago Manual of Style (16th Edition):

Kunicka, Ewa (author). “Concrete slab beneath ballast bed - An Abatement Measure For Railway Induced Vibration.” 2019. Masters Thesis, Delft University of Technology. Accessed September 26, 2020. http://resolver.tudelft.nl/uuid:bce1eb39-0d87-4edc-9ffc-3b60c1fe45c4.

MLA Handbook (7th Edition):

Kunicka, Ewa (author). “Concrete slab beneath ballast bed - An Abatement Measure For Railway Induced Vibration.” 2019. Web. 26 Sep 2020.

Vancouver:

Kunicka E(. Concrete slab beneath ballast bed - An Abatement Measure For Railway Induced Vibration. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 26]. Available from: http://resolver.tudelft.nl/uuid:bce1eb39-0d87-4edc-9ffc-3b60c1fe45c4.

Council of Science Editors:

Kunicka E(. Concrete slab beneath ballast bed - An Abatement Measure For Railway Induced Vibration. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:bce1eb39-0d87-4edc-9ffc-3b60c1fe45c4

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