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You searched for +publisher:"Delft University of Technology" +contributor:("Houben, Lambert"). Showing records 1 – 30 of 46 total matches.

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Delft University of Technology

1. van der Esch, Anton (author); Kienhuis, Ramon (author); Ligthart, Chiara (author); Termote, Judith (author); Wang, Zili (author). Ciclo Sampa: A generalised bicycle network design applied to Sao Paulo.

Degree: 2019, Delft University of Technology

Nowadays the city of São Paulo has to deal with a lot of traffic jams. Extending the road network is no option and the public… (more)

Subjects/Keywords: Sao Paulo; Bicycle Infrastructure; Traffic Jams; Stakeholders; Bridges

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APA (6th Edition):

van der Esch, Anton (author); Kienhuis, Ramon (author); Ligthart, Chiara (author); Termote, Judith (author); Wang, Z. (. (2019). Ciclo Sampa: A generalised bicycle network design applied to Sao Paulo. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:08d0717d-452f-49b6-8214-3b78dd394970

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):

van der Esch, Anton (author); Kienhuis, Ramon (author); Ligthart, Chiara (author); Termote, Judith (author); Wang, Zili (author). “Ciclo Sampa: A generalised bicycle network design applied to Sao Paulo.” 2019. Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:08d0717d-452f-49b6-8214-3b78dd394970.

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

MLA Handbook (7th Edition):

van der Esch, Anton (author); Kienhuis, Ramon (author); Ligthart, Chiara (author); Termote, Judith (author); Wang, Zili (author). “Ciclo Sampa: A generalised bicycle network design applied to Sao Paulo.” 2019. Web. 27 Sep 2020.

Vancouver:

van der Esch, Anton (author); Kienhuis, Ramon (author); Ligthart, Chiara (author); Termote, Judith (author); Wang Z(. Ciclo Sampa: A generalised bicycle network design applied to Sao Paulo. [Internet] [Thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:08d0717d-452f-49b6-8214-3b78dd394970.

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

Council of Science Editors:

van der Esch, Anton (author); Kienhuis, Ramon (author); Ligthart, Chiara (author); Termote, Judith (author); Wang Z(. Ciclo Sampa: A generalised bicycle network design applied to Sao Paulo. [Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:08d0717d-452f-49b6-8214-3b78dd394970

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


Delft University of Technology

2. Noca, Walter (author). Theoretical development of sampling analysis for the monitoring of pavement quality.

Degree: 2018, Delft University of Technology

 Schiphol Airport and Heijmans are working together on the renewal of the Schiphol runways pavements. Currently the top layer is covered with a synthetic antiskid… (more)

Subjects/Keywords: pavement engineering; Schiphol; asset management; Texture depth; asphalt

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APA (6th Edition):

Noca, W. (. (2018). Theoretical development of sampling analysis for the monitoring of pavement quality. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1dbebfc7-93a4-47f1-a9f5-3055879897e2

Chicago Manual of Style (16th Edition):

Noca, Walter (author). “Theoretical development of sampling analysis for the monitoring of pavement quality.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:1dbebfc7-93a4-47f1-a9f5-3055879897e2.

MLA Handbook (7th Edition):

Noca, Walter (author). “Theoretical development of sampling analysis for the monitoring of pavement quality.” 2018. Web. 27 Sep 2020.

Vancouver:

Noca W(. Theoretical development of sampling analysis for the monitoring of pavement quality. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:1dbebfc7-93a4-47f1-a9f5-3055879897e2.

Council of Science Editors:

Noca W(. Theoretical development of sampling analysis for the monitoring of pavement quality. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:1dbebfc7-93a4-47f1-a9f5-3055879897e2


Delft University of Technology

3. El Bouchihati, Mohamed (author). The impact of Truck Platooning on the pavement structure of Dutch Motorways.: The link between truck platooning and road surface wear.

Degree: 2020, Delft University of Technology

 The transportation industry is constantly developing innovative solutions in order to increase efficiency, sustainability and safety. Truck platooning is one of those emerging technologies with… (more)

Subjects/Keywords: truck platooning; Pavement; Failure mechanisms

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APA (6th Edition):

El Bouchihati, M. (. (2020). The impact of Truck Platooning on the pavement structure of Dutch Motorways.: The link between truck platooning and road surface wear. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:33415a85-70a4-439d-b8bb-2cc8a1a54ad2

Chicago Manual of Style (16th Edition):

El Bouchihati, Mohamed (author). “The impact of Truck Platooning on the pavement structure of Dutch Motorways.: The link between truck platooning and road surface wear.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:33415a85-70a4-439d-b8bb-2cc8a1a54ad2.

MLA Handbook (7th Edition):

El Bouchihati, Mohamed (author). “The impact of Truck Platooning on the pavement structure of Dutch Motorways.: The link between truck platooning and road surface wear.” 2020. Web. 27 Sep 2020.

Vancouver:

El Bouchihati M(. The impact of Truck Platooning on the pavement structure of Dutch Motorways.: The link between truck platooning and road surface wear. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:33415a85-70a4-439d-b8bb-2cc8a1a54ad2.

Council of Science Editors:

El Bouchihati M(. The impact of Truck Platooning on the pavement structure of Dutch Motorways.: The link between truck platooning and road surface wear. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:33415a85-70a4-439d-b8bb-2cc8a1a54ad2


Delft University of Technology

4. Argudo Sanchez, Geovanny (author). Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams.

Degree: 2019, Delft University of Technology

The Strut-and-Tie model (STM) is an efficient technique for the design of concrete structures, but the creation of suitable truss structures gets complicated when these… (more)

Subjects/Keywords: Strut-and-Tie model; Topology Optimization; Truss structures; Tension force

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APA (6th Edition):

Argudo Sanchez, G. (. (2019). Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52

Chicago Manual of Style (16th Edition):

Argudo Sanchez, Geovanny (author). “Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52.

MLA Handbook (7th Edition):

Argudo Sanchez, Geovanny (author). “Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams.” 2019. Web. 27 Sep 2020.

Vancouver:

Argudo Sanchez G(. Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52.

Council of Science Editors:

Argudo Sanchez G(. Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52


Delft University of Technology

5. Vithalkar, Arjun (author). Investigation of interface modelling techniques using finite element analysis with ATENA.

Degree: 2019, Delft University of Technology

 Study of interface behavior has been the primary area of focus for researchers in the field of concrete science and technology. This interface between two… (more)

Subjects/Keywords: Interface; Finite element analysis; ATENA; Interface modelling technique; Shear strength

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APA (6th Edition):

Vithalkar, A. (. (2019). Investigation of interface modelling techniques using finite element analysis with ATENA. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8299fcce-98ab-4e0c-ae7b-c6895ec70ea1

Chicago Manual of Style (16th Edition):

Vithalkar, Arjun (author). “Investigation of interface modelling techniques using finite element analysis with ATENA.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:8299fcce-98ab-4e0c-ae7b-c6895ec70ea1.

MLA Handbook (7th Edition):

Vithalkar, Arjun (author). “Investigation of interface modelling techniques using finite element analysis with ATENA.” 2019. Web. 27 Sep 2020.

Vancouver:

Vithalkar A(. Investigation of interface modelling techniques using finite element analysis with ATENA. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:8299fcce-98ab-4e0c-ae7b-c6895ec70ea1.

Council of Science Editors:

Vithalkar A(. Investigation of interface modelling techniques using finite element analysis with ATENA. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:8299fcce-98ab-4e0c-ae7b-c6895ec70ea1


Delft University of Technology

6. Volkov, Mykyta (author). Structural connections in circular concrete: A study about the connections between structural second-hand concrete elements.

Degree: 2019, Delft University of Technology

Several researches have been done in the last decade about the possibility to “give a new life” to the second-hand reinforced concrete elements of a… (more)

Subjects/Keywords: circular; concrete; connections; joints; Circularity

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APA (6th Edition):

Volkov, M. (. (2019). Structural connections in circular concrete: A study about the connections between structural second-hand concrete elements. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:41bd0462-cac9-4314-9682-06962df42e52

Chicago Manual of Style (16th Edition):

Volkov, Mykyta (author). “Structural connections in circular concrete: A study about the connections between structural second-hand concrete elements.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:41bd0462-cac9-4314-9682-06962df42e52.

MLA Handbook (7th Edition):

Volkov, Mykyta (author). “Structural connections in circular concrete: A study about the connections between structural second-hand concrete elements.” 2019. Web. 27 Sep 2020.

Vancouver:

Volkov M(. Structural connections in circular concrete: A study about the connections between structural second-hand concrete elements. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:41bd0462-cac9-4314-9682-06962df42e52.

Council of Science Editors:

Volkov M(. Structural connections in circular concrete: A study about the connections between structural second-hand concrete elements. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:41bd0462-cac9-4314-9682-06962df42e52


Delft University of Technology

7. 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 27, 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. 27 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 27]. 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

8. SINGLA, ANMOL (author). Lattice Modelling of Moisture Transport in Uncracked and Cracked Concrete.

Degree: 2019, Delft University of Technology

 The service life of concrete structures depend largely on the durability of concrete. The durability of concrete is influenced by mass transport mechanisms that can… (more)

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APA (6th Edition):

SINGLA, A. (. (2019). Lattice Modelling of Moisture Transport in Uncracked and Cracked Concrete. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8d5588cd-44e8-4e46-89cf-ac1b38a7e595

Chicago Manual of Style (16th Edition):

SINGLA, ANMOL (author). “Lattice Modelling of Moisture Transport in Uncracked and Cracked Concrete.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:8d5588cd-44e8-4e46-89cf-ac1b38a7e595.

MLA Handbook (7th Edition):

SINGLA, ANMOL (author). “Lattice Modelling of Moisture Transport in Uncracked and Cracked Concrete.” 2019. Web. 27 Sep 2020.

Vancouver:

SINGLA A(. Lattice Modelling of Moisture Transport in Uncracked and Cracked Concrete. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:8d5588cd-44e8-4e46-89cf-ac1b38a7e595.

Council of Science Editors:

SINGLA A(. Lattice Modelling of Moisture Transport in Uncracked and Cracked Concrete. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:8d5588cd-44e8-4e46-89cf-ac1b38a7e595


Delft University of Technology

9. 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 27, 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. 27 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 27]. 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

10. Migalski, Jos (author). Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups.

Degree: 2020, Delft University of Technology

 The Helperzoom bridge is one of few existing prestressed slab-between-girder bridges that is being managed by Rijkswaterstaat. These bridges are built before 1980 and do… (more)

Subjects/Keywords: shear-tension; Helperzoom; Response-2010; shear-compression; ACI 318-14; AASHTO 8th Edition; Eurocode 2; RBK 1.1; Eurocode 2 draft 2018; LVDTs; failure of the compression field

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APA (6th Edition):

Migalski, J. (. (2020). Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08

Chicago Manual of Style (16th Edition):

Migalski, Jos (author). “Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08.

MLA Handbook (7th Edition):

Migalski, Jos (author). “Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups.” 2020. Web. 27 Sep 2020.

Vancouver:

Migalski J(. Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08.

Council of Science Editors:

Migalski J(. Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08


Delft University of Technology

11. Ong, Kwee Siang (author). Feasibility Study and Design of Soft-Catcher for Damaged Concrete Debris.

Degree: 2017, Delft University of Technology

 In an accidental explosion of ammunition magazine, concrete debris throw hazard is a major safety concern. The current approach to collect explosively-damaged debris after test… (more)

Subjects/Keywords: Foam; Debris; Penetration

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APA (6th Edition):

Ong, K. S. (. (2017). Feasibility Study and Design of Soft-Catcher for Damaged Concrete Debris. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3d8be1b2-1af6-4b14-be3d-16808c2fd199

Chicago Manual of Style (16th Edition):

Ong, Kwee Siang (author). “Feasibility Study and Design of Soft-Catcher for Damaged Concrete Debris.” 2017. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:3d8be1b2-1af6-4b14-be3d-16808c2fd199.

MLA Handbook (7th Edition):

Ong, Kwee Siang (author). “Feasibility Study and Design of Soft-Catcher for Damaged Concrete Debris.” 2017. Web. 27 Sep 2020.

Vancouver:

Ong KS(. Feasibility Study and Design of Soft-Catcher for Damaged Concrete Debris. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:3d8be1b2-1af6-4b14-be3d-16808c2fd199.

Council of Science Editors:

Ong KS(. Feasibility Study and Design of Soft-Catcher for Damaged Concrete Debris. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:3d8be1b2-1af6-4b14-be3d-16808c2fd199


Delft University of Technology

12. Smulders, Carla (author). An improved 3D embedded beam element with explicit interaction surface: A study into the improvement of a numerical modelling technique that enables simplified modelling of pile foundations.

Degree: 2018, Delft University of Technology

 Numerical modelling of pile foundations can be done in several ways. In commercial finite element packages two main options are available; using volume elements with… (more)

Subjects/Keywords: Embedded beam element; FEM; pile foundations

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APA (6th Edition):

Smulders, C. (. (2018). An improved 3D embedded beam element with explicit interaction surface: A study into the improvement of a numerical modelling technique that enables simplified modelling of pile foundations. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4614239a-961c-4cee-bbbf-87431119e2ca

Chicago Manual of Style (16th Edition):

Smulders, Carla (author). “An improved 3D embedded beam element with explicit interaction surface: A study into the improvement of a numerical modelling technique that enables simplified modelling of pile foundations.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:4614239a-961c-4cee-bbbf-87431119e2ca.

MLA Handbook (7th Edition):

Smulders, Carla (author). “An improved 3D embedded beam element with explicit interaction surface: A study into the improvement of a numerical modelling technique that enables simplified modelling of pile foundations.” 2018. Web. 27 Sep 2020.

Vancouver:

Smulders C(. An improved 3D embedded beam element with explicit interaction surface: A study into the improvement of a numerical modelling technique that enables simplified modelling of pile foundations. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:4614239a-961c-4cee-bbbf-87431119e2ca.

Council of Science Editors:

Smulders C(. An improved 3D embedded beam element with explicit interaction surface: A study into the improvement of a numerical modelling technique that enables simplified modelling of pile foundations. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:4614239a-961c-4cee-bbbf-87431119e2ca


Delft University of Technology

13. de Boon, Johan (author). Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten.

Degree: 2018, Delft University of Technology

 Vanuit Rijkswaterstaat is de wens om een snelle, verifieerbare methode te ontwikkelen voor het controleren van de veiligheid voor meerdere T-ligger constructies volgens huidige normen… (more)

Subjects/Keywords: T-beams; Concrete; Quick

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APA (6th Edition):

de Boon, J. (. (2018). Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9

Chicago Manual of Style (16th Edition):

de Boon, Johan (author). “Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9.

MLA Handbook (7th Edition):

de Boon, Johan (author). “Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten.” 2018. Web. 27 Sep 2020.

Vancouver:

de Boon J(. Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9.

Council of Science Editors:

de Boon J(. Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9


Delft University of Technology

14. Toshniwal, Shubham (author). Shear Analysis of Non-Prismatic Concrete Beams.

Degree: 2019, Delft University of Technology

 Due to the alteration in height, the centroidal axis of a non-prismatic beam has a non-linear layout when compared to a prismatic beam. Therefore, in… (more)

Subjects/Keywords: Non-Prismatic Beams; Tapered/Haunched Beams; critical section; Cross-sectional analysis; Shear capacity

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APA (6th Edition):

Toshniwal, S. (. (2019). Shear Analysis of Non-Prismatic Concrete Beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5f16153c-6270-488d-a4fb-c8dee84406e6

Chicago Manual of Style (16th Edition):

Toshniwal, Shubham (author). “Shear Analysis of Non-Prismatic Concrete Beams.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:5f16153c-6270-488d-a4fb-c8dee84406e6.

MLA Handbook (7th Edition):

Toshniwal, Shubham (author). “Shear Analysis of Non-Prismatic Concrete Beams.” 2019. Web. 27 Sep 2020.

Vancouver:

Toshniwal S(. Shear Analysis of Non-Prismatic Concrete Beams. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:5f16153c-6270-488d-a4fb-c8dee84406e6.

Council of Science Editors:

Toshniwal S(. Shear Analysis of Non-Prismatic Concrete Beams. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:5f16153c-6270-488d-a4fb-c8dee84406e6


Delft University of Technology

15. Ben-Gera, Tal (author). Compressive Membrane Action in Immersed Tubes: A Finite Element Study.

Degree: 2019, Delft University of Technology

Compressive membrane action is a phenomenon commonly found in reinforced concrete structures after significant cracking and deformation have taken place. In this thesis report, the… (more)

Subjects/Keywords: Compressive Membrane Action; CMA; Concrete; Finite Element Analysis; Cracking; Crushing; Thermal Degradation; Concrete Ductility

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APA (6th Edition):

Ben-Gera, T. (. (2019). Compressive Membrane Action in Immersed Tubes: A Finite Element Study. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bc4b45e3-430a-44ff-946c-1981a5b5a35a

Chicago Manual of Style (16th Edition):

Ben-Gera, Tal (author). “Compressive Membrane Action in Immersed Tubes: A Finite Element Study.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:bc4b45e3-430a-44ff-946c-1981a5b5a35a.

MLA Handbook (7th Edition):

Ben-Gera, Tal (author). “Compressive Membrane Action in Immersed Tubes: A Finite Element Study.” 2019. Web. 27 Sep 2020.

Vancouver:

Ben-Gera T(. Compressive Membrane Action in Immersed Tubes: A Finite Element Study. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:bc4b45e3-430a-44ff-946c-1981a5b5a35a.

Council of Science Editors:

Ben-Gera T(. Compressive Membrane Action in Immersed Tubes: A Finite Element Study. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:bc4b45e3-430a-44ff-946c-1981a5b5a35a


Delft University of Technology

16. Singh, Shantanu (author). Influence of Interface and Type of Strain Hardening Cementitious Composite (SHCC) on Crack Control in SHCC-Concrete Hybrid Beams.

Degree: 2019, Delft University of Technology

 A combination of conventional concrete members with innovative material such as Strain Hardening Cementitious Composite (SHCC) in the tensile zone, can exhibit better crack-width control.… (more)

Subjects/Keywords: hybrid concrete beams; serviceability; interface; localisation

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APA (6th Edition):

Singh, S. (. (2019). Influence of Interface and Type of Strain Hardening Cementitious Composite (SHCC) on Crack Control in SHCC-Concrete Hybrid Beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5d59fd89-6ec4-405e-9fda-b247f1ae8789

Chicago Manual of Style (16th Edition):

Singh, Shantanu (author). “Influence of Interface and Type of Strain Hardening Cementitious Composite (SHCC) on Crack Control in SHCC-Concrete Hybrid Beams.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:5d59fd89-6ec4-405e-9fda-b247f1ae8789.

MLA Handbook (7th Edition):

Singh, Shantanu (author). “Influence of Interface and Type of Strain Hardening Cementitious Composite (SHCC) on Crack Control in SHCC-Concrete Hybrid Beams.” 2019. Web. 27 Sep 2020.

Vancouver:

Singh S(. Influence of Interface and Type of Strain Hardening Cementitious Composite (SHCC) on Crack Control in SHCC-Concrete Hybrid Beams. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:5d59fd89-6ec4-405e-9fda-b247f1ae8789.

Council of Science Editors:

Singh S(. Influence of Interface and Type of Strain Hardening Cementitious Composite (SHCC) on Crack Control in SHCC-Concrete Hybrid Beams. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:5d59fd89-6ec4-405e-9fda-b247f1ae8789


Delft University of Technology

17. Odijk, Maik (author). Industrial floors: Research on the structural behaviour.

Degree: 2019, Delft University of Technology

 This research focuses on the structural behaviour of an elastic supported reinforced concrete slab. Over the years, there is a tendency to realise industrial floors… (more)

Subjects/Keywords: jointless; slabs on grade; steel fibre reinforcement; imposed deformation; degree of restraint; NLFEA; concrete relaxation; Crack width; not fully developed crack pattern; structural behaviour

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APA (6th Edition):

Odijk, M. (. (2019). Industrial floors: Research on the structural behaviour. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a57401db-6cd8-431c-9500-735fb15cc924

Chicago Manual of Style (16th Edition):

Odijk, Maik (author). “Industrial floors: Research on the structural behaviour.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:a57401db-6cd8-431c-9500-735fb15cc924.

MLA Handbook (7th Edition):

Odijk, Maik (author). “Industrial floors: Research on the structural behaviour.” 2019. Web. 27 Sep 2020.

Vancouver:

Odijk M(. Industrial floors: Research on the structural behaviour. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:a57401db-6cd8-431c-9500-735fb15cc924.

Council of Science Editors:

Odijk M(. Industrial floors: Research on the structural behaviour. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a57401db-6cd8-431c-9500-735fb15cc924


Delft University of Technology

18. Stal, Johnny (author). Transverse Shear Capacity of Deep Composite Slabs: Based on a Finite Element Analysis of ComFlor 210.

Degree: 2020, Delft University of Technology

 For calculation of the resistance of a composite slab against the transverse shear force, the Eurocode 4 (composite structures) simply refers to the calculation procedures… (more)

Subjects/Keywords: transverse shear capacity; vertical shear capacity; shear capacity; deep composite slab; composite slab; composite floor; ComFlor 210; Finite Element Analysis; shear

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APA (6th Edition):

Stal, J. (. (2020). Transverse Shear Capacity of Deep Composite Slabs: Based on a Finite Element Analysis of ComFlor 210. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ca15e678-e40f-4102-80fa-da2ddc6586e1

Chicago Manual of Style (16th Edition):

Stal, Johnny (author). “Transverse Shear Capacity of Deep Composite Slabs: Based on a Finite Element Analysis of ComFlor 210.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:ca15e678-e40f-4102-80fa-da2ddc6586e1.

MLA Handbook (7th Edition):

Stal, Johnny (author). “Transverse Shear Capacity of Deep Composite Slabs: Based on a Finite Element Analysis of ComFlor 210.” 2020. Web. 27 Sep 2020.

Vancouver:

Stal J(. Transverse Shear Capacity of Deep Composite Slabs: Based on a Finite Element Analysis of ComFlor 210. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:ca15e678-e40f-4102-80fa-da2ddc6586e1.

Council of Science Editors:

Stal J(. Transverse Shear Capacity of Deep Composite Slabs: Based on a Finite Element Analysis of ComFlor 210. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:ca15e678-e40f-4102-80fa-da2ddc6586e1


Delft University of Technology

19. Kapoor, Rajat (author). Understanding Structures and Earthquakes in Groningen.

Degree: 2018, Delft University of Technology

 Rapid extraction of gas in the north-eastern Groningen province of the Netherlands has led to an increase in the occurrence of induced earthquakes in the… (more)

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APA (6th Edition):

Kapoor, R. (. (2018). Understanding Structures and Earthquakes in Groningen. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:25020a5a-094a-42d0-91ef-6269e81317c1

Chicago Manual of Style (16th Edition):

Kapoor, Rajat (author). “Understanding Structures and Earthquakes in Groningen.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:25020a5a-094a-42d0-91ef-6269e81317c1.

MLA Handbook (7th Edition):

Kapoor, Rajat (author). “Understanding Structures and Earthquakes in Groningen.” 2018. Web. 27 Sep 2020.

Vancouver:

Kapoor R(. Understanding Structures and Earthquakes in Groningen. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:25020a5a-094a-42d0-91ef-6269e81317c1.

Council of Science Editors:

Kapoor R(. Understanding Structures and Earthquakes in Groningen. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:25020a5a-094a-42d0-91ef-6269e81317c1


Delft University of Technology

20. Backx, Stephan (author). Structural sustainability in the early design phase: A parametric environmental impact assessment of various construction materials, including the design for deconstruction and donor structural framework concepts.

Degree: 2020, Delft University of Technology

 The Netherlands is currently in the process of transitioning from a linear economy to a circular economy, in accordance with the ”Nederland Circulair 2050” policy.… (more)

Subjects/Keywords: Sustainability; Early Design Stage; Parametric design tool; design for disassembly; Donor Structural Framework; Environmental Impact Assessment

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APA (6th Edition):

Backx, S. (. (2020). Structural sustainability in the early design phase: A parametric environmental impact assessment of various construction materials, including the design for deconstruction and donor structural framework concepts. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f7ca351f-2136-491d-aa09-d515a325ca19

Chicago Manual of Style (16th Edition):

Backx, Stephan (author). “Structural sustainability in the early design phase: A parametric environmental impact assessment of various construction materials, including the design for deconstruction and donor structural framework concepts.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:f7ca351f-2136-491d-aa09-d515a325ca19.

MLA Handbook (7th Edition):

Backx, Stephan (author). “Structural sustainability in the early design phase: A parametric environmental impact assessment of various construction materials, including the design for deconstruction and donor structural framework concepts.” 2020. Web. 27 Sep 2020.

Vancouver:

Backx S(. Structural sustainability in the early design phase: A parametric environmental impact assessment of various construction materials, including the design for deconstruction and donor structural framework concepts. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:f7ca351f-2136-491d-aa09-d515a325ca19.

Council of Science Editors:

Backx S(. Structural sustainability in the early design phase: A parametric environmental impact assessment of various construction materials, including the design for deconstruction and donor structural framework concepts. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:f7ca351f-2136-491d-aa09-d515a325ca19


Delft University of Technology

21. van Woudenberg, Tom (author). Buildable Design in Optimisation of Steel Skeletal Structures: A Comparison of Existing and New Methods for Finding the Best Solution with Low Diversity.

Degree: 2020, Delft University of Technology

 In the design of steel structures, optimisation methods promise cheap, light and sustainable structures. However, the resulting designs tend to have a high diversity of… (more)

Subjects/Keywords: Grouping methods; Structural optimization; steel structures; Diversity; Principle of commonality

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APA (6th Edition):

van Woudenberg, T. (. (2020). Buildable Design in Optimisation of Steel Skeletal Structures: A Comparison of Existing and New Methods for Finding the Best Solution with Low Diversity. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a977598d-700f-4738-b750-4006a9712f64

Chicago Manual of Style (16th Edition):

van Woudenberg, Tom (author). “Buildable Design in Optimisation of Steel Skeletal Structures: A Comparison of Existing and New Methods for Finding the Best Solution with Low Diversity.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:a977598d-700f-4738-b750-4006a9712f64.

MLA Handbook (7th Edition):

van Woudenberg, Tom (author). “Buildable Design in Optimisation of Steel Skeletal Structures: A Comparison of Existing and New Methods for Finding the Best Solution with Low Diversity.” 2020. Web. 27 Sep 2020.

Vancouver:

van Woudenberg T(. Buildable Design in Optimisation of Steel Skeletal Structures: A Comparison of Existing and New Methods for Finding the Best Solution with Low Diversity. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:a977598d-700f-4738-b750-4006a9712f64.

Council of Science Editors:

van Woudenberg T(. Buildable Design in Optimisation of Steel Skeletal Structures: A Comparison of Existing and New Methods for Finding the Best Solution with Low Diversity. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:a977598d-700f-4738-b750-4006a9712f64


Delft University of Technology

22. Gupta, Ravi Shankar (author). Prediction of Fatigue Crack Propagation in Orthotropic Steel Decks using XFEM based on LEFM and VCCT.

Degree: 2019, Delft University of Technology

 Orthotropic Steel Decks (OSDs) are widely used in various types of steel bridges due to their benefits of light weight, high load bearing capacity and… (more)

Subjects/Keywords: Orthotropic steel deck; XFEM; Fatigue crack propagation; Compact-Tension specimen; Linear Elastic Fracture mechanics

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APA (6th Edition):

Gupta, R. S. (. (2019). Prediction of Fatigue Crack Propagation in Orthotropic Steel Decks using XFEM based on LEFM and VCCT. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ef98f2f7-aa79-4bd1-b444-be8c2915eafe

Chicago Manual of Style (16th Edition):

Gupta, Ravi Shankar (author). “Prediction of Fatigue Crack Propagation in Orthotropic Steel Decks using XFEM based on LEFM and VCCT.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:ef98f2f7-aa79-4bd1-b444-be8c2915eafe.

MLA Handbook (7th Edition):

Gupta, Ravi Shankar (author). “Prediction of Fatigue Crack Propagation in Orthotropic Steel Decks using XFEM based on LEFM and VCCT.” 2019. Web. 27 Sep 2020.

Vancouver:

Gupta RS(. Prediction of Fatigue Crack Propagation in Orthotropic Steel Decks using XFEM based on LEFM and VCCT. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:ef98f2f7-aa79-4bd1-b444-be8c2915eafe.

Council of Science Editors:

Gupta RS(. Prediction of Fatigue Crack Propagation in Orthotropic Steel Decks using XFEM based on LEFM and VCCT. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:ef98f2f7-aa79-4bd1-b444-be8c2915eafe


Delft University of Technology

23. Mustafa, Shozab (author). Analytical and Numerical Study of Arch Action in T-beam Bridges.

Degree: 2019, Delft University of Technology

 The main objective of this research is to understand the development of arch action in a single T-beam acting as part of the bridge system,… (more)

Subjects/Keywords: Arch action; Ultimate load; T-beams

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APA (6th Edition):

Mustafa, S. (. (2019). Analytical and Numerical Study of Arch Action in T-beam Bridges. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f1aab45f-2145-4ade-b600-31019f0d0489

Chicago Manual of Style (16th Edition):

Mustafa, Shozab (author). “Analytical and Numerical Study of Arch Action in T-beam Bridges.” 2019. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:f1aab45f-2145-4ade-b600-31019f0d0489.

MLA Handbook (7th Edition):

Mustafa, Shozab (author). “Analytical and Numerical Study of Arch Action in T-beam Bridges.” 2019. Web. 27 Sep 2020.

Vancouver:

Mustafa S(. Analytical and Numerical Study of Arch Action in T-beam Bridges. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:f1aab45f-2145-4ade-b600-31019f0d0489.

Council of Science Editors:

Mustafa S(. Analytical and Numerical Study of Arch Action in T-beam Bridges. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:f1aab45f-2145-4ade-b600-31019f0d0489


Delft University of Technology

24. Pawirotaroeno, Kevin (author). Hidden capacity of prestressed concrete deck slab with T-beams.

Degree: 2017, Delft University of Technology

 The role of the slab mechanism compressive membrane action is investigated, during the direct loading of a beam integrated in a prestressed deck bridge. Advisors/Committee… (more)

Subjects/Keywords: compressive membrane action; prestressed bridges; rankin method

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APA (6th Edition):

Pawirotaroeno, K. (. (2017). Hidden capacity of prestressed concrete deck slab with T-beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:070fc51b-f7b2-4d19-bc35-da1b7d1b4e93

Chicago Manual of Style (16th Edition):

Pawirotaroeno, Kevin (author). “Hidden capacity of prestressed concrete deck slab with T-beams.” 2017. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:070fc51b-f7b2-4d19-bc35-da1b7d1b4e93.

MLA Handbook (7th Edition):

Pawirotaroeno, Kevin (author). “Hidden capacity of prestressed concrete deck slab with T-beams.” 2017. Web. 27 Sep 2020.

Vancouver:

Pawirotaroeno K(. Hidden capacity of prestressed concrete deck slab with T-beams. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:070fc51b-f7b2-4d19-bc35-da1b7d1b4e93.

Council of Science Editors:

Pawirotaroeno K(. Hidden capacity of prestressed concrete deck slab with T-beams. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:070fc51b-f7b2-4d19-bc35-da1b7d1b4e93


Delft University of Technology

25. Paasman, Yordi (author). Design for the in- and outlet structure of the Energy Storage Lake within the Delta21 plan.

Degree: 2020, Delft University of Technology

This thesis aims to come up with a preliminary design for the in- and outlet structure, in which pump-turbines are housed, of the energy storage… (more)

Subjects/Keywords: DELTA 21; Design methodology; Caisson

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APA (6th Edition):

Paasman, Y. (. (2020). Design for the in- and outlet structure of the Energy Storage Lake within the Delta21 plan. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:66e345da-c5b3-4b29-88e2-bf33c3d551e0

Chicago Manual of Style (16th Edition):

Paasman, Yordi (author). “Design for the in- and outlet structure of the Energy Storage Lake within the Delta21 plan.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:66e345da-c5b3-4b29-88e2-bf33c3d551e0.

MLA Handbook (7th Edition):

Paasman, Yordi (author). “Design for the in- and outlet structure of the Energy Storage Lake within the Delta21 plan.” 2020. Web. 27 Sep 2020.

Vancouver:

Paasman Y(. Design for the in- and outlet structure of the Energy Storage Lake within the Delta21 plan. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:66e345da-c5b3-4b29-88e2-bf33c3d551e0.

Council of Science Editors:

Paasman Y(. Design for the in- and outlet structure of the Energy Storage Lake within the Delta21 plan. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:66e345da-c5b3-4b29-88e2-bf33c3d551e0


Delft University of Technology

26. Kroeze, Sijtse Jan (author). Resistance to Diagonal Tension Cracking in Prestressed Beams.

Degree: 2018, Delft University of Technology

 The bridges built in the 50’s, 60’s and 70’s are reaching the end of their originally service life. Many bridges require reassessment. In 2009 the… (more)

Subjects/Keywords: Prestressed; Concrete; Beams; Bridges

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APA (6th Edition):

Kroeze, S. J. (. (2018). Resistance to Diagonal Tension Cracking in Prestressed Beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4

Chicago Manual of Style (16th Edition):

Kroeze, Sijtse Jan (author). “Resistance to Diagonal Tension Cracking in Prestressed Beams.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4.

MLA Handbook (7th Edition):

Kroeze, Sijtse Jan (author). “Resistance to Diagonal Tension Cracking in Prestressed Beams.” 2018. Web. 27 Sep 2020.

Vancouver:

Kroeze SJ(. Resistance to Diagonal Tension Cracking in Prestressed Beams. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4.

Council of Science Editors:

Kroeze SJ(. Resistance to Diagonal Tension Cracking in Prestressed Beams. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4


Delft University of Technology

27. Hildering, Sven (author). Crack widths in HSC: A study into crack width prediction methods for slender HSC balconies.

Degree: 2018, Delft University of Technology

This master thesis covers the research into cracking behaviour of slender high strength concrete cantilevering balconies. The research emerged from Pieters Bouwtechniek Delft and Hi-Con… (more)

Subjects/Keywords: Balcony; High strength concrete; Crack width prediction; Finite Element Analysis

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APA (6th Edition):

Hildering, S. (. (2018). Crack widths in HSC: A study into crack width prediction methods for slender HSC balconies. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e8a9c67e-fa8f-4f34-9b80-fef37754fc9e

Chicago Manual of Style (16th Edition):

Hildering, Sven (author). “Crack widths in HSC: A study into crack width prediction methods for slender HSC balconies.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:e8a9c67e-fa8f-4f34-9b80-fef37754fc9e.

MLA Handbook (7th Edition):

Hildering, Sven (author). “Crack widths in HSC: A study into crack width prediction methods for slender HSC balconies.” 2018. Web. 27 Sep 2020.

Vancouver:

Hildering S(. Crack widths in HSC: A study into crack width prediction methods for slender HSC balconies. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:e8a9c67e-fa8f-4f34-9b80-fef37754fc9e.

Council of Science Editors:

Hildering S(. Crack widths in HSC: A study into crack width prediction methods for slender HSC balconies. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:e8a9c67e-fa8f-4f34-9b80-fef37754fc9e


Delft University of Technology

28. Baggio, Gianpaolo (author). Investigation of transversal cracking in cement bound reclaimed asphalt road base courses.

Degree: 2017, Delft University of Technology

 This thesis is a study on the cracking behaviour of road bases constructed with cement bound reclaimed asphalt (also known in the Netherlands as AGRAC).… (more)

Subjects/Keywords: cement bound reclaimed asphalt; AGRAC; cement content; temperature; relaxation ITT test; crack pattern; model

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

APA (6th Edition):

Baggio, G. (. (2017). Investigation of transversal cracking in cement bound reclaimed asphalt road base courses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9ed87f5b-e2f7-46d6-8952-ba239f945eaf

Chicago Manual of Style (16th Edition):

Baggio, Gianpaolo (author). “Investigation of transversal cracking in cement bound reclaimed asphalt road base courses.” 2017. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:9ed87f5b-e2f7-46d6-8952-ba239f945eaf.

MLA Handbook (7th Edition):

Baggio, Gianpaolo (author). “Investigation of transversal cracking in cement bound reclaimed asphalt road base courses.” 2017. Web. 27 Sep 2020.

Vancouver:

Baggio G(. Investigation of transversal cracking in cement bound reclaimed asphalt road base courses. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:9ed87f5b-e2f7-46d6-8952-ba239f945eaf.

Council of Science Editors:

Baggio G(. Investigation of transversal cracking in cement bound reclaimed asphalt road base courses. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:9ed87f5b-e2f7-46d6-8952-ba239f945eaf


Delft University of Technology

29. van Rijssel, Leon (author). Experimental analysis of connections in LVL-Q timber for application in moment resisting connections.

Degree: 2018, Delft University of Technology

This master thesis on LVL-Q connections investigates the behaviour in LVL-Q. Through tensile tests done in the Stevinlab, the embedment behaviour was analysed leading to… (more)

Subjects/Keywords: LVL-Q; LVL; Timber; Connections; beech wood

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

APA (6th Edition):

van Rijssel, L. (. (2018). Experimental analysis of connections in LVL-Q timber for application in moment resisting connections. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6d64ebe7-ef7c-4283-bae1-615fb9f1a7b5

Chicago Manual of Style (16th Edition):

van Rijssel, Leon (author). “Experimental analysis of connections in LVL-Q timber for application in moment resisting connections.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:6d64ebe7-ef7c-4283-bae1-615fb9f1a7b5.

MLA Handbook (7th Edition):

van Rijssel, Leon (author). “Experimental analysis of connections in LVL-Q timber for application in moment resisting connections.” 2018. Web. 27 Sep 2020.

Vancouver:

van Rijssel L(. Experimental analysis of connections in LVL-Q timber for application in moment resisting connections. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:6d64ebe7-ef7c-4283-bae1-615fb9f1a7b5.

Council of Science Editors:

van Rijssel L(. Experimental analysis of connections in LVL-Q timber for application in moment resisting connections. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:6d64ebe7-ef7c-4283-bae1-615fb9f1a7b5


Delft University of Technology

30. Xu, Quanxin (author). A Potential New Structural Design for Flexible Pavement.

Degree: 2017, Delft University of Technology

 Throughout the history of pavement structure, the parallel layer structure has dominated the structural design of pavements. In other words, the entire road pavement share… (more)

Subjects/Keywords: Pavement; Structural design; Finite Element Analysis; road construction

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

APA (6th Edition):

Xu, Q. (. (2017). A Potential New Structural Design for Flexible Pavement. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21

Chicago Manual of Style (16th Edition):

Xu, Quanxin (author). “A Potential New Structural Design for Flexible Pavement.” 2017. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21.

MLA Handbook (7th Edition):

Xu, Quanxin (author). “A Potential New Structural Design for Flexible Pavement.” 2017. Web. 27 Sep 2020.

Vancouver:

Xu Q(. A Potential New Structural Design for Flexible Pavement. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21.

Council of Science Editors:

Xu Q(. A Potential New Structural Design for Flexible Pavement. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:743e121a-9934-4d73-9b86-92d6eda6aa21

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