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

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Delft University of Technology

1. Bresser, Djonno (author). General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections.

Degree: 2019, Delft University of Technology

 In the past decades, great progress has been made in analyzing lateral torsional buckling of slender beams. The phenomena has been accurately described by differential… (more)

Subjects/Keywords: Elastic laterial torsional buckling; moment equivalent factor; moment gradient factor; steel beams; timber beams; analytic energy approach

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APA (6th Edition):

Bresser, D. (. (2019). General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:45d29eed-47b1-419e-b39a-1a7701e3231d

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):

Bresser, Djonno (author). “General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections.” 2019. Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:45d29eed-47b1-419e-b39a-1a7701e3231d.

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

MLA Handbook (7th Edition):

Bresser, Djonno (author). “General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections.” 2019. Web. 23 Sep 2020.

Vancouver:

Bresser D(. General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections. [Internet] [Thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:45d29eed-47b1-419e-b39a-1a7701e3231d.

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

Council of Science Editors:

Bresser D(. General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections. [Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:45d29eed-47b1-419e-b39a-1a7701e3231d

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


Delft University of Technology

2. Giesen Loo, Erik (author). Quantifying the influence of membrane forces, curvature, and imperfections on the nonlinear buckling load of thin-shells.

Degree: 2017, Delft University of Technology

 Shells tend to be thin because their curvature enables them to carry distributed loads as membrane forces. The property of thinness stems from shells’ capacity… (more)

Subjects/Keywords: thin-shell; nonlinear; buckling; imperfections; curvature; membrane forces

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APA (6th Edition):

Giesen Loo, E. (. (2017). Quantifying the influence of membrane forces, curvature, and imperfections on the nonlinear buckling load of thin-shells. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7d50f334-9c64-4ad0-8a23-e97ceacc2dce

Chicago Manual of Style (16th Edition):

Giesen Loo, Erik (author). “Quantifying the influence of membrane forces, curvature, and imperfections on the nonlinear buckling load of thin-shells.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:7d50f334-9c64-4ad0-8a23-e97ceacc2dce.

MLA Handbook (7th Edition):

Giesen Loo, Erik (author). “Quantifying the influence of membrane forces, curvature, and imperfections on the nonlinear buckling load of thin-shells.” 2017. Web. 23 Sep 2020.

Vancouver:

Giesen Loo E(. Quantifying the influence of membrane forces, curvature, and imperfections on the nonlinear buckling load of thin-shells. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:7d50f334-9c64-4ad0-8a23-e97ceacc2dce.

Council of Science Editors:

Giesen Loo E(. Quantifying the influence of membrane forces, curvature, and imperfections on the nonlinear buckling load of thin-shells. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:7d50f334-9c64-4ad0-8a23-e97ceacc2dce


Delft University of Technology

3. Xu, Jie (author). Verification and optimization of nonlinear shell buckling formula of thin-shell structures.

Degree: 2018, Delft University of Technology

Shell is a popular form of structures as it can withstand relative large load with small thickness, which satisfies the aesthetic preference. Due to the… (more)

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APA (6th Edition):

Xu, J. (. (2018). Verification and optimization of nonlinear shell buckling formula of thin-shell structures. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:224123e8-7101-4e51-b6db-fb712089341a

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):

Xu, Jie (author). “Verification and optimization of nonlinear shell buckling formula of thin-shell structures.” 2018. Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:224123e8-7101-4e51-b6db-fb712089341a.

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

MLA Handbook (7th Edition):

Xu, Jie (author). “Verification and optimization of nonlinear shell buckling formula of thin-shell structures.” 2018. Web. 23 Sep 2020.

Vancouver:

Xu J(. Verification and optimization of nonlinear shell buckling formula of thin-shell structures. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:224123e8-7101-4e51-b6db-fb712089341a.

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

Council of Science Editors:

Xu J(. Verification and optimization of nonlinear shell buckling formula of thin-shell structures. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:224123e8-7101-4e51-b6db-fb712089341a

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


Delft University of Technology

4. Jelia, Jawid (author). Dynamic Stability of Tunnel Elements During Immersion and Transportation.

Degree: 2017, Delft University of Technology

 Immersed tunnel elements are prefabricated in the construction yard and then transported to the construction site to be integrated into the tunnel. During the transportation… (more)

Subjects/Keywords: Immersed tunnels; dynamic stability; pontoon; catamaran pontoon; semi-submersed pontoon; fehmarnbelt tunnel

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APA (6th Edition):

Jelia, J. (. (2017). Dynamic Stability of Tunnel Elements During Immersion and Transportation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9a1dc1f2-6c67-4245-872b-13c1491325da

Chicago Manual of Style (16th Edition):

Jelia, Jawid (author). “Dynamic Stability of Tunnel Elements During Immersion and Transportation.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:9a1dc1f2-6c67-4245-872b-13c1491325da.

MLA Handbook (7th Edition):

Jelia, Jawid (author). “Dynamic Stability of Tunnel Elements During Immersion and Transportation.” 2017. Web. 23 Sep 2020.

Vancouver:

Jelia J(. Dynamic Stability of Tunnel Elements During Immersion and Transportation. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:9a1dc1f2-6c67-4245-872b-13c1491325da.

Council of Science Editors:

Jelia J(. Dynamic Stability of Tunnel Elements During Immersion and Transportation. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:9a1dc1f2-6c67-4245-872b-13c1491325da


Delft University of Technology

5. Oonk, Robin (author). Walking-induced vibration control in multifamily timber buildings: Analysis of floor configurations and support conditions using classical vibration theory.

Degree: 2020, Delft University of Technology

 Practical combinations of floor configurations and support conditions are studied for the development of a lightweight timber building method that is suitable for multi-family residential… (more)

Subjects/Keywords: walking vibrations; timber structures; steady-state response; transient response

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APA (6th Edition):

Oonk, R. (. (2020). Walking-induced vibration control in multifamily timber buildings: Analysis of floor configurations and support conditions using classical vibration theory. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9de41d44-6103-41eb-a7ae-e847b8bfda4a

Chicago Manual of Style (16th Edition):

Oonk, Robin (author). “Walking-induced vibration control in multifamily timber buildings: Analysis of floor configurations and support conditions using classical vibration theory.” 2020. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:9de41d44-6103-41eb-a7ae-e847b8bfda4a.

MLA Handbook (7th Edition):

Oonk, Robin (author). “Walking-induced vibration control in multifamily timber buildings: Analysis of floor configurations and support conditions using classical vibration theory.” 2020. Web. 23 Sep 2020.

Vancouver:

Oonk R(. Walking-induced vibration control in multifamily timber buildings: Analysis of floor configurations and support conditions using classical vibration theory. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:9de41d44-6103-41eb-a7ae-e847b8bfda4a.

Council of Science Editors:

Oonk R(. Walking-induced vibration control in multifamily timber buildings: Analysis of floor configurations and support conditions using classical vibration theory. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:9de41d44-6103-41eb-a7ae-e847b8bfda4a


Delft University of Technology

6. Dik, Inge (author). Analysis of a reinforcement detail in a bar reinforced soil-mix wall: An experimental and numerical approach.

Degree: 2017, Delft University of Technology

Soil-mix walls are subsoil walls, which are constructed by in situ mixing of soil with cement and water. The technique was initially used as a… (more)

Subjects/Keywords: Soil-mix; Reinforcement; FEM

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APA (6th Edition):

Dik, I. (. (2017). Analysis of a reinforcement detail in a bar reinforced soil-mix wall: An experimental and numerical approach. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c54afaaf-1bb2-49d8-bcab-a01fd061c5b8

Chicago Manual of Style (16th Edition):

Dik, Inge (author). “Analysis of a reinforcement detail in a bar reinforced soil-mix wall: An experimental and numerical approach.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:c54afaaf-1bb2-49d8-bcab-a01fd061c5b8.

MLA Handbook (7th Edition):

Dik, Inge (author). “Analysis of a reinforcement detail in a bar reinforced soil-mix wall: An experimental and numerical approach.” 2017. Web. 23 Sep 2020.

Vancouver:

Dik I(. Analysis of a reinforcement detail in a bar reinforced soil-mix wall: An experimental and numerical approach. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:c54afaaf-1bb2-49d8-bcab-a01fd061c5b8.

Council of Science Editors:

Dik I(. Analysis of a reinforcement detail in a bar reinforced soil-mix wall: An experimental and numerical approach. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:c54afaaf-1bb2-49d8-bcab-a01fd061c5b8


Delft University of Technology

7. Hüpscher, Juval (author). Strength influencing parameters of iroko glued laminated timber.

Degree: 2019, Delft University of Technology

 As timber is being used for several millennia as construction material, glued laminated timber (glulam), a highly engineered timber product, exists for about hundred and… (more)

Subjects/Keywords: Timber; Glulam; Iroko

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APA (6th Edition):

Hüpscher, J. (. (2019). Strength influencing parameters of iroko glued laminated timber. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:02f02df5-ac55-4ff8-8345-e262b887a8ae

Chicago Manual of Style (16th Edition):

Hüpscher, Juval (author). “Strength influencing parameters of iroko glued laminated timber.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:02f02df5-ac55-4ff8-8345-e262b887a8ae.

MLA Handbook (7th Edition):

Hüpscher, Juval (author). “Strength influencing parameters of iroko glued laminated timber.” 2019. Web. 23 Sep 2020.

Vancouver:

Hüpscher J(. Strength influencing parameters of iroko glued laminated timber. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:02f02df5-ac55-4ff8-8345-e262b887a8ae.

Council of Science Editors:

Hüpscher J(. Strength influencing parameters of iroko glued laminated timber. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:02f02df5-ac55-4ff8-8345-e262b887a8ae


Delft University of Technology

8. Dierker Viik, Leah (author). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.

Degree: 2019, Delft University of Technology

The development of computational tools to aid with early-stage design of buildings is an emerging topic of great value. Developing a good conceptual design for… (more)

Subjects/Keywords: parametric design; conceptual design; Grasshopper; structural analysis; computational design; concrete structure

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APA (6th Edition):

Dierker Viik, L. (. (2019). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9

Chicago Manual of Style (16th Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

MLA Handbook (7th Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Web. 23 Sep 2020.

Vancouver:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

Council of Science Editors:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9


Delft University of Technology

9. Overkamp, Nick (author). Modelling a gravitational launch of gravity based foundations for offshore wind turbines.

Degree: 2019, Delft University of Technology

 This thesis focuses on modelling a gravitational launch of gravity based foundations (GBF's) for offshore wind turbines. This is an extension of the Blyth Offshore… (more)

Subjects/Keywords: gravitational launch; gravity based foundation; GBF; offshore wind energy; launch; concrete; caisson; wind turbine foundation; transportation; Blyth

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APA (6th Edition):

Overkamp, N. (. (2019). Modelling a gravitational launch of gravity based foundations for offshore wind turbines. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:19e58450-6df5-4851-a6ce-f96ad6be3c78

Chicago Manual of Style (16th Edition):

Overkamp, Nick (author). “Modelling a gravitational launch of gravity based foundations for offshore wind turbines.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:19e58450-6df5-4851-a6ce-f96ad6be3c78.

MLA Handbook (7th Edition):

Overkamp, Nick (author). “Modelling a gravitational launch of gravity based foundations for offshore wind turbines.” 2019. Web. 23 Sep 2020.

Vancouver:

Overkamp N(. Modelling a gravitational launch of gravity based foundations for offshore wind turbines. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:19e58450-6df5-4851-a6ce-f96ad6be3c78.

Council of Science Editors:

Overkamp N(. Modelling a gravitational launch of gravity based foundations for offshore wind turbines. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:19e58450-6df5-4851-a6ce-f96ad6be3c78


Delft University of Technology

10. Verhoog, Thomas (author). Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates.

Degree: 2019, Delft University of Technology

 In this research project, an attempt is made to fuse the fields of structural mechanics and machine learning. The goal is to find out if… (more)

Subjects/Keywords: Neural Networks; Non linear finite element analysis; Parametric Design; Genetic algorithms; Sea lock gates; Plate buckling; ANSYS APDL

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APA (6th Edition):

Verhoog, T. (. (2019). Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388

Chicago Manual of Style (16th Edition):

Verhoog, Thomas (author). “Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388.

MLA Handbook (7th Edition):

Verhoog, Thomas (author). “Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates.” 2019. Web. 23 Sep 2020.

Vancouver:

Verhoog T(. Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388.

Council of Science Editors:

Verhoog T(. Predicting results of geometrical nonlinear FE analyses using Artificial Neural Networks: Applied to stiffened steel plated structures in sea lock gates. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:8abc0a81-9efe-48c8-b539-23bf03ef3388


Delft University of Technology

11. Dolganov, Mikhail (author). Connection between concrete columns and continuous floors with integrated steel beams.

Degree: 2019, Delft University of Technology

This research studies a simplified connection between one storey high concrete columns and the continuous floors with an integrated steel beam, of the THQ type,… (more)

Subjects/Keywords: THQ; FEM; Connection

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APA (6th Edition):

Dolganov, M. (. (2019). Connection between concrete columns and continuous floors with integrated steel beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4dc92753-159c-4322-a8b9-ca634fa37e47

Chicago Manual of Style (16th Edition):

Dolganov, Mikhail (author). “Connection between concrete columns and continuous floors with integrated steel beams.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:4dc92753-159c-4322-a8b9-ca634fa37e47.

MLA Handbook (7th Edition):

Dolganov, Mikhail (author). “Connection between concrete columns and continuous floors with integrated steel beams.” 2019. Web. 23 Sep 2020.

Vancouver:

Dolganov M(. Connection between concrete columns and continuous floors with integrated steel beams. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:4dc92753-159c-4322-a8b9-ca634fa37e47.

Council of Science Editors:

Dolganov M(. Connection between concrete columns and continuous floors with integrated steel beams. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:4dc92753-159c-4322-a8b9-ca634fa37e47


Delft University of Technology

12. Tiwari, Anshuman (author). Engineering Models for Shear Crack Width and Shear Deflection in Slender Reinforced Concrete Beams.

Degree: 2019, Delft University of Technology

 Shear cracking in slender reinforced concrete beams with thin webs can result in significant shear crack width and deflection which is usually ignored in practice… (more)

Subjects/Keywords: shear crack width; shear deflection; reinforced concrete beams; service loads; cracks; serviceability

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APA (6th Edition):

Tiwari, A. (. (2019). Engineering Models for Shear Crack Width and Shear Deflection in Slender Reinforced Concrete Beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:70b2beb0-285c-481c-81c8-aef26486599d

Chicago Manual of Style (16th Edition):

Tiwari, Anshuman (author). “Engineering Models for Shear Crack Width and Shear Deflection in Slender Reinforced Concrete Beams.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:70b2beb0-285c-481c-81c8-aef26486599d.

MLA Handbook (7th Edition):

Tiwari, Anshuman (author). “Engineering Models for Shear Crack Width and Shear Deflection in Slender Reinforced Concrete Beams.” 2019. Web. 23 Sep 2020.

Vancouver:

Tiwari A(. Engineering Models for Shear Crack Width and Shear Deflection in Slender Reinforced Concrete Beams. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:70b2beb0-285c-481c-81c8-aef26486599d.

Council of Science Editors:

Tiwari A(. Engineering Models for Shear Crack Width and Shear Deflection in Slender Reinforced Concrete Beams. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:70b2beb0-285c-481c-81c8-aef26486599d


Delft University of Technology

13. Slooten, Elgar (author). Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam.

Degree: 2018, Delft University of Technology

 The demand for sustainable high-rise buildings is growing. Such sustainable high-rise could be realized by the use of mass timber for the structural design instead… (more)

Subjects/Keywords: tall timber building; wind-induced dynamic behaviour; occupant comfort; tuned mass damper; shape optimization; High-Rise

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APA (6th Edition):

Slooten, E. (. (2018). Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47

Chicago Manual of Style (16th Edition):

Slooten, Elgar (author). “Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam.” 2018. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47.

MLA Handbook (7th Edition):

Slooten, Elgar (author). “Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam.” 2018. Web. 23 Sep 2020.

Vancouver:

Slooten E(. Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47.

Council of Science Editors:

Slooten E(. Feasibility study of a wood-concrete hybrid super tall building and optimization of its wind-induced behaviour: A case study on a skyscraper in the city-centre of Rotterdam. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:01da1849-6478-46c9-8a59-e6c7c2e4fb47


Delft University of Technology

14. Dorgelo, Gerjan (author); van der Reijden, Ineke (author); Spannenburg, Trevor (author). Flood Defence Nagoya: Multidisciplinary Project.

Degree: 2018, Delft University of Technology

 At the Shonai River around Nagoya, Japan, several flood related problems occur. These problems occur at different locations, each with its own problems or limitations.… (more)

Subjects/Keywords: Flood; Defence; Nagoya; Shonai; River; Japan

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APA (6th Edition):

Dorgelo, Gerjan (author); van der Reijden, Ineke (author); Spannenburg, T. (. (2018). Flood Defence Nagoya: Multidisciplinary Project. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:06775315-1268-4338-9c4c-781efb190e7e

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):

Dorgelo, Gerjan (author); van der Reijden, Ineke (author); Spannenburg, Trevor (author). “Flood Defence Nagoya: Multidisciplinary Project.” 2018. Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:06775315-1268-4338-9c4c-781efb190e7e.

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

MLA Handbook (7th Edition):

Dorgelo, Gerjan (author); van der Reijden, Ineke (author); Spannenburg, Trevor (author). “Flood Defence Nagoya: Multidisciplinary Project.” 2018. Web. 23 Sep 2020.

Vancouver:

Dorgelo, Gerjan (author); van der Reijden, Ineke (author); Spannenburg T(. Flood Defence Nagoya: Multidisciplinary Project. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:06775315-1268-4338-9c4c-781efb190e7e.

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

Council of Science Editors:

Dorgelo, Gerjan (author); van der Reijden, Ineke (author); Spannenburg T(. Flood Defence Nagoya: Multidisciplinary Project. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:06775315-1268-4338-9c4c-781efb190e7e

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


Delft University of Technology

15. Kadaba Srinivasan, Adarsha (author). Seismic assessment of a detached masonry building using non-linear analyses.

Degree: 2017, Delft University of Technology

 Masonry is one of the oldest and popular building materials used world over. The constituent materials are readily available and hence are cheap in most… (more)

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APA (6th Edition):

Kadaba Srinivasan, A. (. (2017). Seismic assessment of a detached masonry building using non-linear analyses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2

Chicago Manual of Style (16th Edition):

Kadaba Srinivasan, Adarsha (author). “Seismic assessment of a detached masonry building using non-linear analyses.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2.

MLA Handbook (7th Edition):

Kadaba Srinivasan, Adarsha (author). “Seismic assessment of a detached masonry building using non-linear analyses.” 2017. Web. 23 Sep 2020.

Vancouver:

Kadaba Srinivasan A(. Seismic assessment of a detached masonry building using non-linear analyses. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2.

Council of Science Editors:

Kadaba Srinivasan A(. Seismic assessment of a detached masonry building using non-linear analyses. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:af7280f0-f4a7-4f5e-a2cb-d3e0abdc58b2


Delft University of Technology

16. Teeuwen, Max (author). Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach.

Degree: 2019, Delft University of Technology

The Netherlands has always been in close proximity to water, whether its rivers or the sea. This proximity to water and the need for land… (more)

Subjects/Keywords: masonry; dyke; bore; breach; DIANA; FEM; flood wave

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APA (6th Edition):

Teeuwen, M. (. (2019). Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:51e618ca-b570-4983-a732-844a34ea98be

Chicago Manual of Style (16th Edition):

Teeuwen, Max (author). “Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:51e618ca-b570-4983-a732-844a34ea98be.

MLA Handbook (7th Edition):

Teeuwen, Max (author). “Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach.” 2019. Web. 23 Sep 2020.

Vancouver:

Teeuwen M(. Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:51e618ca-b570-4983-a732-844a34ea98be.

Council of Science Editors:

Teeuwen M(. Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:51e618ca-b570-4983-a732-844a34ea98be


Delft University of Technology

17. van den Berg, Niels (author). Effects of residual stresses on the fatigue crack propagation of an orthotropic steel bridge deck.

Degree: 2020, Delft University of Technology

 Orthotropic steel decks (OSDs) are susceptible to fatigue failure due to cyclic loading by heavy traffic passing the deck. These cyclic loads can cause fatigue… (more)

Subjects/Keywords: Fatigue crack propagation; XFEM; Orthotropic Deck Steel; Fracture mechanics; Residual stress

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APA (6th Edition):

van den Berg, N. (. (2020). Effects of residual stresses on the fatigue crack propagation of an orthotropic steel bridge deck. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:753e6f58-8dcd-431e-b20b-f32820d18ad8

Chicago Manual of Style (16th Edition):

van den Berg, Niels (author). “Effects of residual stresses on the fatigue crack propagation of an orthotropic steel bridge deck.” 2020. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:753e6f58-8dcd-431e-b20b-f32820d18ad8.

MLA Handbook (7th Edition):

van den Berg, Niels (author). “Effects of residual stresses on the fatigue crack propagation of an orthotropic steel bridge deck.” 2020. Web. 23 Sep 2020.

Vancouver:

van den Berg N(. Effects of residual stresses on the fatigue crack propagation of an orthotropic steel bridge deck. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:753e6f58-8dcd-431e-b20b-f32820d18ad8.

Council of Science Editors:

van den Berg N(. Effects of residual stresses on the fatigue crack propagation of an orthotropic steel bridge deck. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:753e6f58-8dcd-431e-b20b-f32820d18ad8


Delft University of Technology

18. de Jong, Sebas (author). Influence of various boundary conditions on local buckling of steel tubular piles: Effects of restraints, imperfections and residual stresses.

Degree: 2019, Delft University of Technology

 The main focus of this thesis is the influence of different real boundary conditions on the failure mechanism of local buckling of steel tubular piles.… (more)

Subjects/Keywords: Local buckling; Tubular piles; Boundary conditions; ABAQUS; Imperfections; Residual stress

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APA (6th Edition):

de Jong, S. (. (2019). Influence of various boundary conditions on local buckling of steel tubular piles: Effects of restraints, imperfections and residual stresses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9f90fb7d-34ef-4976-a266-ff1075699359

Chicago Manual of Style (16th Edition):

de Jong, Sebas (author). “Influence of various boundary conditions on local buckling of steel tubular piles: Effects of restraints, imperfections and residual stresses.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:9f90fb7d-34ef-4976-a266-ff1075699359.

MLA Handbook (7th Edition):

de Jong, Sebas (author). “Influence of various boundary conditions on local buckling of steel tubular piles: Effects of restraints, imperfections and residual stresses.” 2019. Web. 23 Sep 2020.

Vancouver:

de Jong S(. Influence of various boundary conditions on local buckling of steel tubular piles: Effects of restraints, imperfections and residual stresses. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:9f90fb7d-34ef-4976-a266-ff1075699359.

Council of Science Editors:

de Jong S(. Influence of various boundary conditions on local buckling of steel tubular piles: Effects of restraints, imperfections and residual stresses. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:9f90fb7d-34ef-4976-a266-ff1075699359


Delft University of Technology

19. Beld, Petra (author). Improvements for the prediction of the fatigue life of the deck plate in orthotropic steel decks: A design optimization study.

Degree: 2019, Delft University of Technology

 Fatigue is an important issue for orthotropic steel deck (OSD) bridges and therefore a design criterium. Cracks will initiate at several locations of the bridge… (more)

Subjects/Keywords: orthotropic steel deck; fatigue; rib-to-deck plate joint; hot spot stress; effective notch stress; FEM analysis

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APA (6th Edition):

Beld, P. (. (2019). Improvements for the prediction of the fatigue life of the deck plate in orthotropic steel decks: A design optimization study. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8cb3eec9-0cce-469f-96e4-eada8df1d5f1

Chicago Manual of Style (16th Edition):

Beld, Petra (author). “Improvements for the prediction of the fatigue life of the deck plate in orthotropic steel decks: A design optimization study.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:8cb3eec9-0cce-469f-96e4-eada8df1d5f1.

MLA Handbook (7th Edition):

Beld, Petra (author). “Improvements for the prediction of the fatigue life of the deck plate in orthotropic steel decks: A design optimization study.” 2019. Web. 23 Sep 2020.

Vancouver:

Beld P(. Improvements for the prediction of the fatigue life of the deck plate in orthotropic steel decks: A design optimization study. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:8cb3eec9-0cce-469f-96e4-eada8df1d5f1.

Council of Science Editors:

Beld P(. Improvements for the prediction of the fatigue life of the deck plate in orthotropic steel decks: A design optimization study. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:8cb3eec9-0cce-469f-96e4-eada8df1d5f1


Delft University of Technology

20. van Dommelen, Willem (author). Moving load on guide works during a brush collision with a vessel.

Degree: 2020, Delft University of Technology

In the vicinity of locks and bridge piers, guide works are placed in order to steer inland navigation vessels through a narrowed passage. The design… (more)

Subjects/Keywords: Guide work; Collision; Vessels; Time domain; Dynamics

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APA (6th Edition):

van Dommelen, W. (. (2020). Moving load on guide works during a brush collision with a vessel. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2747cbda-e740-495f-9910-7202f87e6a94

Chicago Manual of Style (16th Edition):

van Dommelen, Willem (author). “Moving load on guide works during a brush collision with a vessel.” 2020. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:2747cbda-e740-495f-9910-7202f87e6a94.

MLA Handbook (7th Edition):

van Dommelen, Willem (author). “Moving load on guide works during a brush collision with a vessel.” 2020. Web. 23 Sep 2020.

Vancouver:

van Dommelen W(. Moving load on guide works during a brush collision with a vessel. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:2747cbda-e740-495f-9910-7202f87e6a94.

Council of Science Editors:

van Dommelen W(. Moving load on guide works during a brush collision with a vessel. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:2747cbda-e740-495f-9910-7202f87e6a94


Delft University of Technology

21. van de Loo, Jeroen (author). Estimating the (remaining) service life of timber bridges with the use of factor methods: And incorporating these methods in the calculation of the total costs of ownership.

Degree: 2020, Delft University of Technology

Timber bridges are much applied structures in the Dutch landscape. In contrast to the other two most common building materials, concrete and steel, the use… (more)

Subjects/Keywords: Timber; Bridges; Service Life; Total Costs of Ownership

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APA (6th Edition):

van de Loo, J. (. (2020). Estimating the (remaining) service life of timber bridges with the use of factor methods: And incorporating these methods in the calculation of the total costs of ownership. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bd5b73a9-851a-49f8-8969-26b43cf74311

Chicago Manual of Style (16th Edition):

van de Loo, Jeroen (author). “Estimating the (remaining) service life of timber bridges with the use of factor methods: And incorporating these methods in the calculation of the total costs of ownership.” 2020. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:bd5b73a9-851a-49f8-8969-26b43cf74311.

MLA Handbook (7th Edition):

van de Loo, Jeroen (author). “Estimating the (remaining) service life of timber bridges with the use of factor methods: And incorporating these methods in the calculation of the total costs of ownership.” 2020. Web. 23 Sep 2020.

Vancouver:

van de Loo J(. Estimating the (remaining) service life of timber bridges with the use of factor methods: And incorporating these methods in the calculation of the total costs of ownership. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:bd5b73a9-851a-49f8-8969-26b43cf74311.

Council of Science Editors:

van de Loo J(. Estimating the (remaining) service life of timber bridges with the use of factor methods: And incorporating these methods in the calculation of the total costs of ownership. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:bd5b73a9-851a-49f8-8969-26b43cf74311


Delft University of Technology

22. Martens, Pascal (author). Optimising 3D Printed Concrete Structures: Concrete additive manufacturing and topology optimisation.

Degree: 2018, Delft University of Technology

Additive manufacturing and 3D printing are rapidly developing digital fabrication techniques. After the first steps in printing of metals and plastics have been made, research… (more)

Subjects/Keywords: Topology Optimisation; Additive Manufacturing; Concrete; 3D Printing; Optimisation

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APA (6th Edition):

Martens, P. (. (2018). Optimising 3D Printed Concrete Structures: Concrete additive manufacturing and topology optimisation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d6669ee0-3b75-4c00-afdc-4d7ea57c1597

Chicago Manual of Style (16th Edition):

Martens, Pascal (author). “Optimising 3D Printed Concrete Structures: Concrete additive manufacturing and topology optimisation.” 2018. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:d6669ee0-3b75-4c00-afdc-4d7ea57c1597.

MLA Handbook (7th Edition):

Martens, Pascal (author). “Optimising 3D Printed Concrete Structures: Concrete additive manufacturing and topology optimisation.” 2018. Web. 23 Sep 2020.

Vancouver:

Martens P(. Optimising 3D Printed Concrete Structures: Concrete additive manufacturing and topology optimisation. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:d6669ee0-3b75-4c00-afdc-4d7ea57c1597.

Council of Science Editors:

Martens P(. Optimising 3D Printed Concrete Structures: Concrete additive manufacturing and topology optimisation. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:d6669ee0-3b75-4c00-afdc-4d7ea57c1597


Delft University of Technology

23. Hohrath, Babette (author). StructuralComponents 5.0: Super element based tool for early design collaboration applied to mid-rise buildings.

Degree: 2018, Delft University of Technology

This paper presents the development of a feasibility analysis tool for the Architecture Engineering and Construction (AEC) industry called StructuralComponents 5.0. It is the fifth… (more)

Subjects/Keywords: conceptual design; super element method; feasibility; structural analysis; collaboration; real-time; parametric design

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APA (6th Edition):

Hohrath, B. (. (2018). StructuralComponents 5.0: Super element based tool for early design collaboration applied to mid-rise buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:125bab83-8209-4459-8538-7d79b7976b9b

Chicago Manual of Style (16th Edition):

Hohrath, Babette (author). “StructuralComponents 5.0: Super element based tool for early design collaboration applied to mid-rise buildings.” 2018. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:125bab83-8209-4459-8538-7d79b7976b9b.

MLA Handbook (7th Edition):

Hohrath, Babette (author). “StructuralComponents 5.0: Super element based tool for early design collaboration applied to mid-rise buildings.” 2018. Web. 23 Sep 2020.

Vancouver:

Hohrath B(. StructuralComponents 5.0: Super element based tool for early design collaboration applied to mid-rise buildings. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:125bab83-8209-4459-8538-7d79b7976b9b.

Council of Science Editors:

Hohrath B(. StructuralComponents 5.0: Super element based tool for early design collaboration applied to mid-rise buildings. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:125bab83-8209-4459-8538-7d79b7976b9b


Delft University of Technology

24. Edmondson, Ben (author). Collision Resistance of Fibre Reinforced Polymer Lock Gates: A study of the behaviour and damage during collision.

Degree: 2017, Delft University of Technology

 Over the past years Fibre Reinforced Polymers, or FRP, have started making more of an appearance in civil engineering structures. They have the advantages that… (more)

Subjects/Keywords: FRP; Collision; Locks; ANSYS

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APA (6th Edition):

Edmondson, B. (. (2017). Collision Resistance of Fibre Reinforced Polymer Lock Gates: A study of the behaviour and damage during collision. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7f4d8c4b-83e2-4cd5-8164-9db16e36c3ac

Chicago Manual of Style (16th Edition):

Edmondson, Ben (author). “Collision Resistance of Fibre Reinforced Polymer Lock Gates: A study of the behaviour and damage during collision.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:7f4d8c4b-83e2-4cd5-8164-9db16e36c3ac.

MLA Handbook (7th Edition):

Edmondson, Ben (author). “Collision Resistance of Fibre Reinforced Polymer Lock Gates: A study of the behaviour and damage during collision.” 2017. Web. 23 Sep 2020.

Vancouver:

Edmondson B(. Collision Resistance of Fibre Reinforced Polymer Lock Gates: A study of the behaviour and damage during collision. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:7f4d8c4b-83e2-4cd5-8164-9db16e36c3ac.

Council of Science Editors:

Edmondson B(. Collision Resistance of Fibre Reinforced Polymer Lock Gates: A study of the behaviour and damage during collision. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:7f4d8c4b-83e2-4cd5-8164-9db16e36c3ac


Delft University of Technology

25. Janssens, Steven (author). Numerical modelling of dowelled connections in Laminated Veneer Lumber.

Degree: 2017, Delft University of Technology

 The complex mechanical behaviour of timber makes it hard to predict the failure modes in connections made of timber in Finite Element Models (FEM). The… (more)

Subjects/Keywords: Cohesive Zone Model; Timber; FEM; Laminated Veneer Lumber; Nonlinear

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APA (6th Edition):

Janssens, S. (. (2017). Numerical modelling of dowelled connections in Laminated Veneer Lumber. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:89a15968-c659-4939-ac9b-1b487c9a976b

Chicago Manual of Style (16th Edition):

Janssens, Steven (author). “Numerical modelling of dowelled connections in Laminated Veneer Lumber.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:89a15968-c659-4939-ac9b-1b487c9a976b.

MLA Handbook (7th Edition):

Janssens, Steven (author). “Numerical modelling of dowelled connections in Laminated Veneer Lumber.” 2017. Web. 23 Sep 2020.

Vancouver:

Janssens S(. Numerical modelling of dowelled connections in Laminated Veneer Lumber. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:89a15968-c659-4939-ac9b-1b487c9a976b.

Council of Science Editors:

Janssens S(. Numerical modelling of dowelled connections in Laminated Veneer Lumber. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:89a15968-c659-4939-ac9b-1b487c9a976b


Delft University of Technology

26. van Aken, Bart (author). Hollow Core Cross-Laminated Timber: Optimized for a more efficient use of material.

Degree: 2017, Delft University of Technology

 Wood is an important building material that has been used for thousands of years throughout the world. It is the most widely used building material… (more)

Subjects/Keywords: Timber; Cross laminated Timber; Hollow core; Structural design; Manufacturing; CLT

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APA (6th Edition):

van Aken, B. (. (2017). Hollow Core Cross-Laminated Timber: Optimized for a more efficient use of material. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:601f038b-d231-47e9-85a4-8d7eba44acd1

Chicago Manual of Style (16th Edition):

van Aken, Bart (author). “Hollow Core Cross-Laminated Timber: Optimized for a more efficient use of material.” 2017. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:601f038b-d231-47e9-85a4-8d7eba44acd1.

MLA Handbook (7th Edition):

van Aken, Bart (author). “Hollow Core Cross-Laminated Timber: Optimized for a more efficient use of material.” 2017. Web. 23 Sep 2020.

Vancouver:

van Aken B(. Hollow Core Cross-Laminated Timber: Optimized for a more efficient use of material. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:601f038b-d231-47e9-85a4-8d7eba44acd1.

Council of Science Editors:

van Aken B(. Hollow Core Cross-Laminated Timber: Optimized for a more efficient use of material. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:601f038b-d231-47e9-85a4-8d7eba44acd1


Delft University of Technology

27. Van, Rens (author). Application of vertical profiled mortar connections in precast concrete shear walls.

Degree: 2019, Delft University of Technology

This thesis focusses on the application of vertical profiled mortar connections in precast concrete shear walls that are built up with a stacked element configuration.… (more)

Subjects/Keywords: Concrete; Connections; Shear Behaviour; high-rise buildings; Mortar

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

APA (6th Edition):

Van, R. (. (2019). Application of vertical profiled mortar connections in precast concrete shear walls. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e73b8072-502c-4771-8cd7-c8440852a34d

Chicago Manual of Style (16th Edition):

Van, Rens (author). “Application of vertical profiled mortar connections in precast concrete shear walls.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:e73b8072-502c-4771-8cd7-c8440852a34d.

MLA Handbook (7th Edition):

Van, Rens (author). “Application of vertical profiled mortar connections in precast concrete shear walls.” 2019. Web. 23 Sep 2020.

Vancouver:

Van R(. Application of vertical profiled mortar connections in precast concrete shear walls. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:e73b8072-502c-4771-8cd7-c8440852a34d.

Council of Science Editors:

Van R(. Application of vertical profiled mortar connections in precast concrete shear walls. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:e73b8072-502c-4771-8cd7-c8440852a34d


Delft University of Technology

28. Hulsebosch, Coen (author). Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges.

Degree: 2019, Delft University of Technology

 In situations with spatial limitations where a bridge is desired, a skewed bridge is a solution. The bridge deck of a skewed bridge has the… (more)

Subjects/Keywords: Skewed slab bridge; Reinforced concrete; Parametric model; Highway bridge; Finite Element Analysis; Parametric study; Additional Triangular Segments; Finite Element Method

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

APA (6th Edition):

Hulsebosch, C. (. (2019). Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:303d509e-7b6b-4458-8e77-9d33531d559b

Chicago Manual of Style (16th Edition):

Hulsebosch, Coen (author). “Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:303d509e-7b6b-4458-8e77-9d33531d559b.

MLA Handbook (7th Edition):

Hulsebosch, Coen (author). “Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges.” 2019. Web. 23 Sep 2020.

Vancouver:

Hulsebosch C(. Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:303d509e-7b6b-4458-8e77-9d33531d559b.

Council of Science Editors:

Hulsebosch C(. Skewed slab highway bridges: A parametric study on the design of reinforced concrete, simply supported skewed slab highway bridges. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:303d509e-7b6b-4458-8e77-9d33531d559b


Delft University of Technology

29. Potuijt, Pieter (author). Probability of damage of masonry structures due to external ground vibrations.

Degree: 2019, Delft University of Technology

 The SBR richtlijn A states threshold values for the vibration speeds causing a 1% probability of failure of masonry structures. These threshold values are very… (more)

Subjects/Keywords: Masonry; Probability of failure; Vibrations

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

APA (6th Edition):

Potuijt, P. (. (2019). Probability of damage of masonry structures due to external ground vibrations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3efa3094-459a-4244-b8e0-f1f78f640480

Chicago Manual of Style (16th Edition):

Potuijt, Pieter (author). “Probability of damage of masonry structures due to external ground vibrations.” 2019. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:3efa3094-459a-4244-b8e0-f1f78f640480.

MLA Handbook (7th Edition):

Potuijt, Pieter (author). “Probability of damage of masonry structures due to external ground vibrations.” 2019. Web. 23 Sep 2020.

Vancouver:

Potuijt P(. Probability of damage of masonry structures due to external ground vibrations. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:3efa3094-459a-4244-b8e0-f1f78f640480.

Council of Science Editors:

Potuijt P(. Probability of damage of masonry structures due to external ground vibrations. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:3efa3094-459a-4244-b8e0-f1f78f640480


Delft University of Technology

30. Yan, Xu (author). Combined Actions: Investigation on Widened Deck KW03.01.

Degree: 2020, Delft University of Technology

 Structures may be subjected to both mechanical loads and imposed deformation. On one hand, the mechanical loads include, for example, the self-weight of the construction… (more)

Subjects/Keywords: Comnined Actions; Concrete Deck; Imposed Deformation; Cracking

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

APA (6th Edition):

Yan, X. (. (2020). Combined Actions: Investigation on Widened Deck KW03.01. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4cec5ac2-978d-4f33-9005-20d328bfd36b

Chicago Manual of Style (16th Edition):

Yan, Xu (author). “Combined Actions: Investigation on Widened Deck KW03.01.” 2020. Masters Thesis, Delft University of Technology. Accessed September 23, 2020. http://resolver.tudelft.nl/uuid:4cec5ac2-978d-4f33-9005-20d328bfd36b.

MLA Handbook (7th Edition):

Yan, Xu (author). “Combined Actions: Investigation on Widened Deck KW03.01.” 2020. Web. 23 Sep 2020.

Vancouver:

Yan X(. Combined Actions: Investigation on Widened Deck KW03.01. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:4cec5ac2-978d-4f33-9005-20d328bfd36b.

Council of Science Editors:

Yan X(. Combined Actions: Investigation on Widened Deck KW03.01. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:4cec5ac2-978d-4f33-9005-20d328bfd36b

.