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You searched for +publisher:"Delft University of Technology" +contributor:("Braam, C.R."). Showing records 1 – 29 of 29 total matches.

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Delft University of Technology

1. Verduijn, M. Future of weir Linne:.

Degree: 2015, Delft University of Technology

 The Meuse in the Netherlands is since the 1920s dammed by 7 weirs, which are located near Borgharen, Linne, Roermond, Belfeld, Sambeek, Grave and Lith.… (more)

Subjects/Keywords: Weir; Linne; Maas

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APA (6th Edition):

Verduijn, M. (2015). Future of weir Linne:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:456119c4-2681-49b4-9125-0772b0d0d9b5

Chicago Manual of Style (16th Edition):

Verduijn, M. “Future of weir Linne:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:456119c4-2681-49b4-9125-0772b0d0d9b5.

MLA Handbook (7th Edition):

Verduijn, M. “Future of weir Linne:.” 2015. Web. 19 Jul 2019.

Vancouver:

Verduijn M. Future of weir Linne:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:456119c4-2681-49b4-9125-0772b0d0d9b5.

Council of Science Editors:

Verduijn M. Future of weir Linne:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:456119c4-2681-49b4-9125-0772b0d0d9b5


Delft University of Technology

2. Balbaid, H. Application of Higher Strength Concretes in Tubular Structures:.

Degree: 2011, Delft University of Technology

 Most buildings constructed in the Netherlands are constructed with steel and/or reinforced concrete as the main load-bearing material. The use of concrete in high-rise buildings… (more)

Subjects/Keywords: Higher Strength Concretes Tubular Structures

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APA (6th Edition):

Balbaid, H. (2011). Application of Higher Strength Concretes in Tubular Structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:474109be-1350-4262-8a9b-fda07235c99a

Chicago Manual of Style (16th Edition):

Balbaid, H. “Application of Higher Strength Concretes in Tubular Structures:.” 2011. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:474109be-1350-4262-8a9b-fda07235c99a.

MLA Handbook (7th Edition):

Balbaid, H. “Application of Higher Strength Concretes in Tubular Structures:.” 2011. Web. 19 Jul 2019.

Vancouver:

Balbaid H. Application of Higher Strength Concretes in Tubular Structures:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:474109be-1350-4262-8a9b-fda07235c99a.

Council of Science Editors:

Balbaid H. Application of Higher Strength Concretes in Tubular Structures:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:474109be-1350-4262-8a9b-fda07235c99a


Delft University of Technology

3. Vermond, M. The influence of the structural possibilities on the transition point between demolition and transformation of multi-story concrete office building structures:.

Degree: 2015, Delft University of Technology

 Since the crisis in 2008 affected the global financial market, the economic climate changed drastically. A significant increase in the amount of vacant office buildings… (more)

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APA (6th Edition):

Vermond, M. (2015). The influence of the structural possibilities on the transition point between demolition and transformation of multi-story concrete office building structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d328ba02-6e62-4cbb-b2dc-fdadf2754832

Chicago Manual of Style (16th Edition):

Vermond, M. “The influence of the structural possibilities on the transition point between demolition and transformation of multi-story concrete office building structures:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:d328ba02-6e62-4cbb-b2dc-fdadf2754832.

MLA Handbook (7th Edition):

Vermond, M. “The influence of the structural possibilities on the transition point between demolition and transformation of multi-story concrete office building structures:.” 2015. Web. 19 Jul 2019.

Vancouver:

Vermond M. The influence of the structural possibilities on the transition point between demolition and transformation of multi-story concrete office building structures:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:d328ba02-6e62-4cbb-b2dc-fdadf2754832.

Council of Science Editors:

Vermond M. The influence of the structural possibilities on the transition point between demolition and transformation of multi-story concrete office building structures:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:d328ba02-6e62-4cbb-b2dc-fdadf2754832


Delft University of Technology

4. Van Rossum, S. Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:.

Degree: 2015, Delft University of Technology

 Rijkswaterstaat asks whether and how navigation locks can be standardized and if it could result in cost savings. This graduation work focused on finding how… (more)

Subjects/Keywords: lock; standardization

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APA (6th Edition):

Van Rossum, S. (2015). Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951

Chicago Manual of Style (16th Edition):

Van Rossum, S. “Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951.

MLA Handbook (7th Edition):

Van Rossum, S. “Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:.” 2015. Web. 19 Jul 2019.

Vancouver:

Van Rossum S. Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951.

Council of Science Editors:

Van Rossum S. Road toward a standardized lock gate: Design of a concrete modular rolling arc gate:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:06ada0fc-ea84-4efa-a2dd-a1d776e2d951


Delft University of Technology

5. Tisheh, I. The feasibility research of standard quay walls for the port of Rotterdam:.

Degree: 2015, Delft University of Technology

 Future-proof design of quay walls is an interesting issue in civil Engineering, because of the dynamic environment in which quay walls are operating. Designers are… (more)

Subjects/Keywords: quay wall; Rotterdam; port; inland vessels

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APA (6th Edition):

Tisheh, I. (2015). The feasibility research of standard quay walls for the port of Rotterdam:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:574c23d1-be05-408c-8069-e5de3330f7a2

Chicago Manual of Style (16th Edition):

Tisheh, I. “The feasibility research of standard quay walls for the port of Rotterdam:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:574c23d1-be05-408c-8069-e5de3330f7a2.

MLA Handbook (7th Edition):

Tisheh, I. “The feasibility research of standard quay walls for the port of Rotterdam:.” 2015. Web. 19 Jul 2019.

Vancouver:

Tisheh I. The feasibility research of standard quay walls for the port of Rotterdam:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:574c23d1-be05-408c-8069-e5de3330f7a2.

Council of Science Editors:

Tisheh I. The feasibility research of standard quay walls for the port of Rotterdam:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:574c23d1-be05-408c-8069-e5de3330f7a2

6. Schlepers, M.H. A conceptual design of the Houston Ship Channel Barrier:.

Degree: 2015, Delft University of Technology

 The frequency of hurricanes along any 80 km segment of the Coast of Texas is about 1 in 6 years (Roth,2009). On average, 4 major… (more)

Subjects/Keywords: barrier; stormvloedkering; hurricane; Houston; Galveston; HSC

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APA (6th Edition):

Schlepers, M. H. (2015). A conceptual design of the Houston Ship Channel Barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0

Chicago Manual of Style (16th Edition):

Schlepers, M H. “A conceptual design of the Houston Ship Channel Barrier:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0.

MLA Handbook (7th Edition):

Schlepers, M H. “A conceptual design of the Houston Ship Channel Barrier:.” 2015. Web. 19 Jul 2019.

Vancouver:

Schlepers MH. A conceptual design of the Houston Ship Channel Barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0.

Council of Science Editors:

Schlepers MH. A conceptual design of the Houston Ship Channel Barrier:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:5c93fe26-1fbc-4557-87b0-d5b86ac79ee0


Delft University of Technology

7. Weeda, T.R. Feasibility study of lowering the Beneluxtunnel:.

Degree: 2015, Delft University of Technology

 The persistent increase of container vessel dimensions requires ports to adapt their wet infrastructure in order to compete with their competitors. However, in some cases… (more)

Subjects/Keywords: Immersed tunnel; Beneluxtunnel; Lowering

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APA (6th Edition):

Weeda, T. R. (2015). Feasibility study of lowering the Beneluxtunnel:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481

Chicago Manual of Style (16th Edition):

Weeda, T R. “Feasibility study of lowering the Beneluxtunnel:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481.

MLA Handbook (7th Edition):

Weeda, T R. “Feasibility study of lowering the Beneluxtunnel:.” 2015. Web. 19 Jul 2019.

Vancouver:

Weeda TR. Feasibility study of lowering the Beneluxtunnel:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481.

Council of Science Editors:

Weeda TR. Feasibility study of lowering the Beneluxtunnel:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:98025ec0-e929-4802-9968-e8d462db4481


Delft University of Technology

8. Buring, P. Flexible Quay Wall Structures for Container Vessels:.

Degree: 2013, Delft University of Technology

 Traditional quay wall structures are not very flexible, because they are often hard to adapt and to reuse. However, changes in the container shipping market,… (more)

Subjects/Keywords: flexible quay wall; reusability; flexibility; caisson; container vessels

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APA (6th Edition):

Buring, P. (2013). Flexible Quay Wall Structures for Container Vessels:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:31085c73-e1ee-4d6a-a915-40c9dbc564c9

Chicago Manual of Style (16th Edition):

Buring, P. “Flexible Quay Wall Structures for Container Vessels:.” 2013. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:31085c73-e1ee-4d6a-a915-40c9dbc564c9.

MLA Handbook (7th Edition):

Buring, P. “Flexible Quay Wall Structures for Container Vessels:.” 2013. Web. 19 Jul 2019.

Vancouver:

Buring P. Flexible Quay Wall Structures for Container Vessels:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:31085c73-e1ee-4d6a-a915-40c9dbc564c9.

Council of Science Editors:

Buring P. Flexible Quay Wall Structures for Container Vessels:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:31085c73-e1ee-4d6a-a915-40c9dbc564c9


Delft University of Technology

9. Karachadzis, J. Actively Bent Compact Reinforced Composite Plates:.

Degree: 2016, Delft University of Technology

The thesis assess the feasibility of active bending method with regard to Compact Reinofrced Composite plates and provide guidelines for application of such plates in bridge engineering. Advisors/Committee Members: Schlangen, H. E. J. G., Van Nalta, R., Schipper, H. R., Braam, C.R..

Subjects/Keywords: Active Bending; Ultra High Performance Concrete; Cracks

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APA (6th Edition):

Karachadzis, J. (2016). Actively Bent Compact Reinforced Composite Plates:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa

Chicago Manual of Style (16th Edition):

Karachadzis, J. “Actively Bent Compact Reinforced Composite Plates:.” 2016. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa.

MLA Handbook (7th Edition):

Karachadzis, J. “Actively Bent Compact Reinforced Composite Plates:.” 2016. Web. 19 Jul 2019.

Vancouver:

Karachadzis J. Actively Bent Compact Reinforced Composite Plates:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa.

Council of Science Editors:

Karachadzis J. Actively Bent Compact Reinforced Composite Plates:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:081b0717-704c-4b59-b42f-ce70ef6fdeaa


Delft University of Technology

10. Lankreijer, T.M.A. Flexural buckling of micro piles - Buigingsknik van ankerpalen:.

Degree: 2014, Delft University of Technology

 This thesis focuses on the stability of slender micro piles with a diameter of 100-400mm in soft soils when used in compressive situations. In the… (more)

Subjects/Keywords: micropile; buckling; p-y curve; ankerpalen; knik; PLAXIS 3D; DSheet

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APA (6th Edition):

Lankreijer, T. M. A. (2014). Flexural buckling of micro piles - Buigingsknik van ankerpalen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a

Chicago Manual of Style (16th Edition):

Lankreijer, T M A. “Flexural buckling of micro piles - Buigingsknik van ankerpalen:.” 2014. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a.

MLA Handbook (7th Edition):

Lankreijer, T M A. “Flexural buckling of micro piles - Buigingsknik van ankerpalen:.” 2014. Web. 19 Jul 2019.

Vancouver:

Lankreijer TMA. Flexural buckling of micro piles - Buigingsknik van ankerpalen:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a.

Council of Science Editors:

Lankreijer TMA. Flexural buckling of micro piles - Buigingsknik van ankerpalen:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:7ad4ab46-1471-4ab8-82ea-c52567f2785a

11. Van der Aart, T. A future proof Eastern Scheldt storm surge barrier:.

Degree: 2015, Delft University of Technology

 The worst flood of the 20th century happened at the night of January 31, 1953. After this disastrous flood the Dutch government came up with… (more)

Subjects/Keywords: Eastern Scheldt storm surge barrier; Oosterscheldekering; Zandhonger

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APA (6th Edition):

Van der Aart, T. (2015). A future proof Eastern Scheldt storm surge barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a

Chicago Manual of Style (16th Edition):

Van der Aart, T. “A future proof Eastern Scheldt storm surge barrier:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a.

MLA Handbook (7th Edition):

Van der Aart, T. “A future proof Eastern Scheldt storm surge barrier:.” 2015. Web. 19 Jul 2019.

Vancouver:

Van der Aart T. A future proof Eastern Scheldt storm surge barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a.

Council of Science Editors:

Van der Aart T. A future proof Eastern Scheldt storm surge barrier:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:cbfda74a-e08b-4026-a0d3-4db74a7a9a4a


Delft University of Technology

12. Belfroid, S. Analysis of Pile-Concrete Connections in Near-Shore Applications:.

Degree: 2015, Delft University of Technology

 Tubular steel sections are used as foundation piles in near-shore applications like jetties or bridgeworks. The steel tubes are connected to a concrete capping beam… (more)

Subjects/Keywords: pipe pile; bond; shear keys; capping beam; pile cap; plug connection; concrete plug

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APA (6th Edition):

Belfroid, S. (2015). Analysis of Pile-Concrete Connections in Near-Shore Applications:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4ea857e9-1539-4939-a6fb-f7fdabcd3060

Chicago Manual of Style (16th Edition):

Belfroid, S. “Analysis of Pile-Concrete Connections in Near-Shore Applications:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:4ea857e9-1539-4939-a6fb-f7fdabcd3060.

MLA Handbook (7th Edition):

Belfroid, S. “Analysis of Pile-Concrete Connections in Near-Shore Applications:.” 2015. Web. 19 Jul 2019.

Vancouver:

Belfroid S. Analysis of Pile-Concrete Connections in Near-Shore Applications:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:4ea857e9-1539-4939-a6fb-f7fdabcd3060.

Council of Science Editors:

Belfroid S. Analysis of Pile-Concrete Connections in Near-Shore Applications:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:4ea857e9-1539-4939-a6fb-f7fdabcd3060


Delft University of Technology

13. Ten Hagen, S.J. The Zalmhaven tower : an investigation on the feasibility of precast concrete in a high-rise building in the Netherlands:.

Degree: 2012, Delft University of Technology

 The number of high-rise buildings and their corresponding height are increasing in the world. However, the highest building in the world with a load bearing… (more)

Subjects/Keywords: precast; concrete; high-rise; structural design; construction methodology; building; prefabricated; tall

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APA (6th Edition):

Ten Hagen, S. J. (2012). The Zalmhaven tower : an investigation on the feasibility of precast concrete in a high-rise building in the Netherlands:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e100180a-c7ca-40af-90b9-d3e05ad4fdb7

Chicago Manual of Style (16th Edition):

Ten Hagen, S J. “The Zalmhaven tower : an investigation on the feasibility of precast concrete in a high-rise building in the Netherlands:.” 2012. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:e100180a-c7ca-40af-90b9-d3e05ad4fdb7.

MLA Handbook (7th Edition):

Ten Hagen, S J. “The Zalmhaven tower : an investigation on the feasibility of precast concrete in a high-rise building in the Netherlands:.” 2012. Web. 19 Jul 2019.

Vancouver:

Ten Hagen SJ. The Zalmhaven tower : an investigation on the feasibility of precast concrete in a high-rise building in the Netherlands:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:e100180a-c7ca-40af-90b9-d3e05ad4fdb7.

Council of Science Editors:

Ten Hagen SJ. The Zalmhaven tower : an investigation on the feasibility of precast concrete in a high-rise building in the Netherlands:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:e100180a-c7ca-40af-90b9-d3e05ad4fdb7

14. Sholeh, M. Investigation into behaviour of coupled shear walls by means of continuous method:.

Degree: 2014, Delft University of Technology

Subjects/Keywords: coupled shear walls

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APA (6th Edition):

Sholeh, M. (2014). Investigation into behaviour of coupled shear walls by means of continuous method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179

Chicago Manual of Style (16th Edition):

Sholeh, M. “Investigation into behaviour of coupled shear walls by means of continuous method:.” 2014. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179.

MLA Handbook (7th Edition):

Sholeh, M. “Investigation into behaviour of coupled shear walls by means of continuous method:.” 2014. Web. 19 Jul 2019.

Vancouver:

Sholeh M. Investigation into behaviour of coupled shear walls by means of continuous method:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179.

Council of Science Editors:

Sholeh M. Investigation into behaviour of coupled shear walls by means of continuous method:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:7784ccb7-cfcf-425e-82c1-cd408d49f179

15. Schols, I. Segmentvoegcapaciteit van de Kiltunnel:.

Degree: 2012, Delft University of Technology

Onderzoek en dataverzameling en -analyse m.b.t. vervormingsmetingen bij afgezonken tunnels. Onderzoek naar het gedrag en de capaciteit van de segmentvoegen/dilatatievoegen van de Kiltunnel. Advisors/Committee Members: Walraven, J.C., Braam, C.R., Blom, C.B.M., Hendriks, M.A.N., Vervuurt, A.H.J.M..

Subjects/Keywords: afgezonken tunnel; Kiltunnel; kettinglijn; zetting; zettingsmeting; monitoringspunt; segmentvoeg; kraagconstructie; voegrotatie; rotatie; dilatatievoeg; wrijvingscoëfficiënt; dwarskracht; capaciteit; voegcapaciteit; bezwijkmechanisme; waterdruk; voorspanning; afzinken; tunnelelement

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APA (6th Edition):

Schols, I. (2012). Segmentvoegcapaciteit van de Kiltunnel:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:135c8ca3-b444-4182-a1c3-5fdf7c974101

Chicago Manual of Style (16th Edition):

Schols, I. “Segmentvoegcapaciteit van de Kiltunnel:.” 2012. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:135c8ca3-b444-4182-a1c3-5fdf7c974101.

MLA Handbook (7th Edition):

Schols, I. “Segmentvoegcapaciteit van de Kiltunnel:.” 2012. Web. 19 Jul 2019.

Vancouver:

Schols I. Segmentvoegcapaciteit van de Kiltunnel:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:135c8ca3-b444-4182-a1c3-5fdf7c974101.

Council of Science Editors:

Schols I. Segmentvoegcapaciteit van de Kiltunnel:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:135c8ca3-b444-4182-a1c3-5fdf7c974101

16. Imambaks, R. Energy Storage: It's inevitable, Gravity Power: A preliminary feasibility study:.

Degree: 2013, Delft University of Technology

 This paper has been written for everyone that is interested in the topic of energy and consists of part one and part two. Attempted has… (more)

Subjects/Keywords: Energy Market; Power Grid; Gravity Power; Energy Storage; OPAC; PHS; Piston; Hydraulic

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APA (6th Edition):

Imambaks, R. (2013). Energy Storage: It's inevitable, Gravity Power: A preliminary feasibility study:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e3b29d8d-d676-4f2e-a3d7-cd368bd3bda5

Chicago Manual of Style (16th Edition):

Imambaks, R. “Energy Storage: It's inevitable, Gravity Power: A preliminary feasibility study:.” 2013. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:e3b29d8d-d676-4f2e-a3d7-cd368bd3bda5.

MLA Handbook (7th Edition):

Imambaks, R. “Energy Storage: It's inevitable, Gravity Power: A preliminary feasibility study:.” 2013. Web. 19 Jul 2019.

Vancouver:

Imambaks R. Energy Storage: It's inevitable, Gravity Power: A preliminary feasibility study:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:e3b29d8d-d676-4f2e-a3d7-cd368bd3bda5.

Council of Science Editors:

Imambaks R. Energy Storage: It's inevitable, Gravity Power: A preliminary feasibility study:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:e3b29d8d-d676-4f2e-a3d7-cd368bd3bda5

17. Poot, M.W. Tijdsafhankelijke vervormingen in betonnen hoogbouw: Metselwerkgevels op Nederlandse hoogbouw: een gelukkige combinatie? :.

Degree: 2013, Delft University of Technology

 The application of reinforced concrete in the load bearing structures of high-rise buildings requires awareness of the time-dependent behavior of the material. During the first… (more)

Subjects/Keywords: creep; shrinkage; time-dependent behavior; concrete; high-rise; masonry facade; Age-adjusted Effective Modulus Method

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APA (6th Edition):

Poot, M. W. (2013). Tijdsafhankelijke vervormingen in betonnen hoogbouw: Metselwerkgevels op Nederlandse hoogbouw: een gelukkige combinatie? :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1c1007d3-e5b2-472e-9715-4f68135516cf

Chicago Manual of Style (16th Edition):

Poot, M W. “Tijdsafhankelijke vervormingen in betonnen hoogbouw: Metselwerkgevels op Nederlandse hoogbouw: een gelukkige combinatie? :.” 2013. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:1c1007d3-e5b2-472e-9715-4f68135516cf.

MLA Handbook (7th Edition):

Poot, M W. “Tijdsafhankelijke vervormingen in betonnen hoogbouw: Metselwerkgevels op Nederlandse hoogbouw: een gelukkige combinatie? :.” 2013. Web. 19 Jul 2019.

Vancouver:

Poot MW. Tijdsafhankelijke vervormingen in betonnen hoogbouw: Metselwerkgevels op Nederlandse hoogbouw: een gelukkige combinatie? :. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:1c1007d3-e5b2-472e-9715-4f68135516cf.

Council of Science Editors:

Poot MW. Tijdsafhankelijke vervormingen in betonnen hoogbouw: Metselwerkgevels op Nederlandse hoogbouw: een gelukkige combinatie? :. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:1c1007d3-e5b2-472e-9715-4f68135516cf

18. Van den Berg, R.L.J. Investigation of damping in high-rise buildings: Identification and prediction of damping in the serviceability limit state for wind-induced vibrations :.

Degree: 2012, Delft University of Technology

 Buildings must be designed to meet horizontal deformation and vibration requirements when loaded by a wind force. These requirements can be governing in the design… (more)

Subjects/Keywords: damping; high-rise buildings; dynamic behaviour; wind effect; tall buildings; vibrations; monitoring; dynamic response; wind-induced vibrations; wind load; comfort

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APA (6th Edition):

Van den Berg, R. L. J. (2012). Investigation of damping in high-rise buildings: Identification and prediction of damping in the serviceability limit state for wind-induced vibrations :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:eda9ec4c-c1bf-41ab-8674-a0121b5003ee

Chicago Manual of Style (16th Edition):

Van den Berg, R L J. “Investigation of damping in high-rise buildings: Identification and prediction of damping in the serviceability limit state for wind-induced vibrations :.” 2012. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:eda9ec4c-c1bf-41ab-8674-a0121b5003ee.

MLA Handbook (7th Edition):

Van den Berg, R L J. “Investigation of damping in high-rise buildings: Identification and prediction of damping in the serviceability limit state for wind-induced vibrations :.” 2012. Web. 19 Jul 2019.

Vancouver:

Van den Berg RLJ. Investigation of damping in high-rise buildings: Identification and prediction of damping in the serviceability limit state for wind-induced vibrations :. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:eda9ec4c-c1bf-41ab-8674-a0121b5003ee.

Council of Science Editors:

Van den Berg RLJ. Investigation of damping in high-rise buildings: Identification and prediction of damping in the serviceability limit state for wind-induced vibrations :. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:eda9ec4c-c1bf-41ab-8674-a0121b5003ee

19. Bergsma, J.G. Immersed Tunnels in Subarctic Conditions:.

Degree: 2013, Delft University of Technology

 The thesis aims to find the changes in design and execution to immersed tunnels in subarctic regions. The Orlovsky Tunnel in St. Petersburg serves as… (more)

Subjects/Keywords: immersed tunnels; subarctic; arctic; cold region; ice jam; anchor ice; ice ride-up; St. Petersburg; Orlovsky; tunnel; thermal loading; Gina; Omega; probabilistic planning

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APA (6th Edition):

Bergsma, J. G. (2013). Immersed Tunnels in Subarctic Conditions:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:77b66ae2-7401-472d-86f6-93b99b6e4551

Chicago Manual of Style (16th Edition):

Bergsma, J G. “Immersed Tunnels in Subarctic Conditions:.” 2013. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:77b66ae2-7401-472d-86f6-93b99b6e4551.

MLA Handbook (7th Edition):

Bergsma, J G. “Immersed Tunnels in Subarctic Conditions:.” 2013. Web. 19 Jul 2019.

Vancouver:

Bergsma JG. Immersed Tunnels in Subarctic Conditions:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:77b66ae2-7401-472d-86f6-93b99b6e4551.

Council of Science Editors:

Bergsma JG. Immersed Tunnels in Subarctic Conditions:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:77b66ae2-7401-472d-86f6-93b99b6e4551

20. Dadvar, B. Design and Modeling of Slender and Deep beams with Linear Finite Element Method:.

Degree: 2014, Delft University of Technology

 This study deals with the finite element analysis to determine the behavior of reinforced concrete beams and high walls. It is assumed that the behavior… (more)

Subjects/Keywords: Linear; Finite; Element; LE-FEM

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APA (6th Edition):

Dadvar, B. (2014). Design and Modeling of Slender and Deep beams with Linear Finite Element Method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4a3fde4c-4118-4dab-bc2b-665f80f55710

Chicago Manual of Style (16th Edition):

Dadvar, B. “Design and Modeling of Slender and Deep beams with Linear Finite Element Method:.” 2014. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:4a3fde4c-4118-4dab-bc2b-665f80f55710.

MLA Handbook (7th Edition):

Dadvar, B. “Design and Modeling of Slender and Deep beams with Linear Finite Element Method:.” 2014. Web. 19 Jul 2019.

Vancouver:

Dadvar B. Design and Modeling of Slender and Deep beams with Linear Finite Element Method:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:4a3fde4c-4118-4dab-bc2b-665f80f55710.

Council of Science Editors:

Dadvar B. Design and Modeling of Slender and Deep beams with Linear Finite Element Method:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:4a3fde4c-4118-4dab-bc2b-665f80f55710

21. Hummelen, J.C. Precast Concrete in Framed Tube High-Rise Structures:.

Degree: 2015, Delft University of Technology

 In this thesis a particular structural system for high-rise structures is discussed: the prefabricated concrete framed tube and tube-in-tube structures. These system consist of a… (more)

Subjects/Keywords: high-rise; concrete; prefabrication; tube-in-tube; framed tube

…For this section the sources are divided in Master’s theses from Delft University of… …described sources Appendix A, the literature report, can be regarded. 2.1 Delft University of… …Technology and other sources. For the most research specifically done to prefabricated concrete… …Technology Master’s Theses The oldest thesis considered relevant for this research is the work of… 

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APA (6th Edition):

Hummelen, J. C. (2015). Precast Concrete in Framed Tube High-Rise Structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a64e7766-f2b7-4f17-9f04-1dc87dd312e7

Chicago Manual of Style (16th Edition):

Hummelen, J C. “Precast Concrete in Framed Tube High-Rise Structures:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:a64e7766-f2b7-4f17-9f04-1dc87dd312e7.

MLA Handbook (7th Edition):

Hummelen, J C. “Precast Concrete in Framed Tube High-Rise Structures:.” 2015. Web. 19 Jul 2019.

Vancouver:

Hummelen JC. Precast Concrete in Framed Tube High-Rise Structures:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:a64e7766-f2b7-4f17-9f04-1dc87dd312e7.

Council of Science Editors:

Hummelen JC. Precast Concrete in Framed Tube High-Rise Structures:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:a64e7766-f2b7-4f17-9f04-1dc87dd312e7

22. Den Besten, P. Structural feasibility of the Rotating Tower Dubai:.

Degree: 2011, Delft University of Technology

 The main objective of this graduation project was designing a feasible load bearing structure for the Rotating Tower, within the set boundary conditions given by… (more)

Subjects/Keywords: Rotating Tower; Feasibility; Dubai; Structural design; Concrete core

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APA (6th Edition):

Den Besten, P. (2011). Structural feasibility of the Rotating Tower Dubai:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6e366f3b-fbf8-48c4-aba5-9daa150ba961

Chicago Manual of Style (16th Edition):

Den Besten, P. “Structural feasibility of the Rotating Tower Dubai:.” 2011. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:6e366f3b-fbf8-48c4-aba5-9daa150ba961.

MLA Handbook (7th Edition):

Den Besten, P. “Structural feasibility of the Rotating Tower Dubai:.” 2011. Web. 19 Jul 2019.

Vancouver:

Den Besten P. Structural feasibility of the Rotating Tower Dubai:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:6e366f3b-fbf8-48c4-aba5-9daa150ba961.

Council of Science Editors:

Den Besten P. Structural feasibility of the Rotating Tower Dubai:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:6e366f3b-fbf8-48c4-aba5-9daa150ba961

23. Dilsiz, G. Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC):.

Degree: 2013, Delft University of Technology

Subjects/Keywords: ECC; engineered cementitious composite; vezelbeton; vezelversterkt beton; beton; orthotrope stalen brugdekken; stalen bruggen; vermoeiing; meerlagenmodel; niet-lineair liggermodel; betonoverlaging; overlaging

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APA (6th Edition):

Dilsiz, G. (2013). Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC):. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa

Chicago Manual of Style (16th Edition):

Dilsiz, G. “Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC):.” 2013. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa.

MLA Handbook (7th Edition):

Dilsiz, G. “Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC):.” 2013. Web. 19 Jul 2019.

Vancouver:

Dilsiz G. Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC):. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa.

Council of Science Editors:

Dilsiz G. Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC):. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa

24. Lopez Gumucio, J.P. Design of Quay Walls using the Finite Element Method: The importance of relieving structures in quay walls :.

Degree: 2013, Delft University of Technology

 This MSc thesis focuses on two types of quay walls, namely the anchored quay wall without relieving structure and the quay wall with relieving structure.… (more)

Subjects/Keywords: Quay walls; PLAXIS; D-sheet; Moments; Boussinesq

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APA (6th Edition):

Lopez Gumucio, J. P. (2013). Design of Quay Walls using the Finite Element Method: The importance of relieving structures in quay walls :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:51e6c8b1-6907-4f17-83b9-4b35ec934d83

Chicago Manual of Style (16th Edition):

Lopez Gumucio, J P. “Design of Quay Walls using the Finite Element Method: The importance of relieving structures in quay walls :.” 2013. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:51e6c8b1-6907-4f17-83b9-4b35ec934d83.

MLA Handbook (7th Edition):

Lopez Gumucio, J P. “Design of Quay Walls using the Finite Element Method: The importance of relieving structures in quay walls :.” 2013. Web. 19 Jul 2019.

Vancouver:

Lopez Gumucio JP. Design of Quay Walls using the Finite Element Method: The importance of relieving structures in quay walls :. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:51e6c8b1-6907-4f17-83b9-4b35ec934d83.

Council of Science Editors:

Lopez Gumucio JP. Design of Quay Walls using the Finite Element Method: The importance of relieving structures in quay walls :. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:51e6c8b1-6907-4f17-83b9-4b35ec934d83

25. Halim Saleh, A. Mega Floating Concrete Bridges:.

Degree: 2010, Delft University of Technology

 Introduction This graduation project has been initiated to research the technical feasibility of floating bridges. The project has been done in co-operation with the FDN… (more)

Subjects/Keywords: floating structure; concrete bridges; multi-body slender structure; mooring system

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APA (6th Edition):

Halim Saleh, A. (2010). Mega Floating Concrete Bridges:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5ece12ba-0fd1-412e-8701-37faad1c8eff

Chicago Manual of Style (16th Edition):

Halim Saleh, A. “Mega Floating Concrete Bridges:.” 2010. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:5ece12ba-0fd1-412e-8701-37faad1c8eff.

MLA Handbook (7th Edition):

Halim Saleh, A. “Mega Floating Concrete Bridges:.” 2010. Web. 19 Jul 2019.

Vancouver:

Halim Saleh A. Mega Floating Concrete Bridges:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:5ece12ba-0fd1-412e-8701-37faad1c8eff.

Council of Science Editors:

Halim Saleh A. Mega Floating Concrete Bridges:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:5ece12ba-0fd1-412e-8701-37faad1c8eff

26. Roest, J.C. Chicago Fish Barrier: The design of a fish free passage for vessels between the Mississippi and the Great Lakes:.

Degree: 2016, Delft University of Technology

 The United States of America – and more specific the state of Illinois – are dealing with a problem of Asian carps spreading from inward… (more)

Subjects/Keywords: Asian carp; Chicago Sanitary and Ship Canal; Chicago; Great Lakes; Lake Michigan; Lockport; Mississippi; fish; barrier; CSSC; CAWS; GLMRIS; invading; invasion

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APA (6th Edition):

Roest, J. C. (2016). Chicago Fish Barrier: The design of a fish free passage for vessels between the Mississippi and the Great Lakes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4c8f1e7b-a989-494f-85e4-e5bc158a787f

Chicago Manual of Style (16th Edition):

Roest, J C. “Chicago Fish Barrier: The design of a fish free passage for vessels between the Mississippi and the Great Lakes:.” 2016. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:4c8f1e7b-a989-494f-85e4-e5bc158a787f.

MLA Handbook (7th Edition):

Roest, J C. “Chicago Fish Barrier: The design of a fish free passage for vessels between the Mississippi and the Great Lakes:.” 2016. Web. 19 Jul 2019.

Vancouver:

Roest JC. Chicago Fish Barrier: The design of a fish free passage for vessels between the Mississippi and the Great Lakes:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:4c8f1e7b-a989-494f-85e4-e5bc158a787f.

Council of Science Editors:

Roest JC. Chicago Fish Barrier: The design of a fish free passage for vessels between the Mississippi and the Great Lakes:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:4c8f1e7b-a989-494f-85e4-e5bc158a787f


Delft University of Technology

27. Danad, M. The reuse of caissons in the Port of Rotterdam:.

Degree: 2015, Delft University of Technology

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APA (6th Edition):

Danad, M. (2015). The reuse of caissons in the Port of Rotterdam:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:201ced26-3ac6-4596-b545-701e710e2c1c

Chicago Manual of Style (16th Edition):

Danad, M. “The reuse of caissons in the Port of Rotterdam:.” 2015. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:201ced26-3ac6-4596-b545-701e710e2c1c.

MLA Handbook (7th Edition):

Danad, M. “The reuse of caissons in the Port of Rotterdam:.” 2015. Web. 19 Jul 2019.

Vancouver:

Danad M. The reuse of caissons in the Port of Rotterdam:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:201ced26-3ac6-4596-b545-701e710e2c1c.

Council of Science Editors:

Danad M. The reuse of caissons in the Port of Rotterdam:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:201ced26-3ac6-4596-b545-701e710e2c1c


Delft University of Technology

28. Pieterse, E.A. Deuvelwerking van randbalken in prefabbouw: Bepaling van sterkte en afschuifstijfheid van een randbalk, ingeklemd tussen prefab gevelelementen, als onderdeel van een betonnen stabiliteitsconstructie:.

Degree: 2006, Delft University of Technology

 Prefabricage van beton is op de Nederlandse bouwmarkt sinds de tweede wereld oorlog een standaard fenomeen geworden. Door Stufib studiecel 6 is in oktober 2004… (more)

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

APA (6th Edition):

Pieterse, E. A. (2006). Deuvelwerking van randbalken in prefabbouw: Bepaling van sterkte en afschuifstijfheid van een randbalk, ingeklemd tussen prefab gevelelementen, als onderdeel van een betonnen stabiliteitsconstructie:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0c42a66f-8eb7-4b1f-beb3-072d920859d1

Chicago Manual of Style (16th Edition):

Pieterse, E A. “Deuvelwerking van randbalken in prefabbouw: Bepaling van sterkte en afschuifstijfheid van een randbalk, ingeklemd tussen prefab gevelelementen, als onderdeel van een betonnen stabiliteitsconstructie:.” 2006. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:0c42a66f-8eb7-4b1f-beb3-072d920859d1.

MLA Handbook (7th Edition):

Pieterse, E A. “Deuvelwerking van randbalken in prefabbouw: Bepaling van sterkte en afschuifstijfheid van een randbalk, ingeklemd tussen prefab gevelelementen, als onderdeel van een betonnen stabiliteitsconstructie:.” 2006. Web. 19 Jul 2019.

Vancouver:

Pieterse EA. Deuvelwerking van randbalken in prefabbouw: Bepaling van sterkte en afschuifstijfheid van een randbalk, ingeklemd tussen prefab gevelelementen, als onderdeel van een betonnen stabiliteitsconstructie:. [Internet] [Masters thesis]. Delft University of Technology; 2006. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:0c42a66f-8eb7-4b1f-beb3-072d920859d1.

Council of Science Editors:

Pieterse EA. Deuvelwerking van randbalken in prefabbouw: Bepaling van sterkte en afschuifstijfheid van een randbalk, ingeklemd tussen prefab gevelelementen, als onderdeel van een betonnen stabiliteitsconstructie:. [Masters Thesis]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:0c42a66f-8eb7-4b1f-beb3-072d920859d1


Delft University of Technology

29. Boeters, A.G. Concrete overlay of movable steel orthotropic bridges: the repair method for movable steel bridges:.

Degree: 2007, Delft University of Technology

 In 1997 cracks were found in the relatively new movable part of the Van Brienenoord bridge, a repair method for steel orthotropic bridges has searched… (more)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Boeters, A. G. (2007). Concrete overlay of movable steel orthotropic bridges: the repair method for movable steel bridges:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0e6ae353-cd6d-4a41-b20d-5f2f55b23edf

Chicago Manual of Style (16th Edition):

Boeters, A G. “Concrete overlay of movable steel orthotropic bridges: the repair method for movable steel bridges:.” 2007. Masters Thesis, Delft University of Technology. Accessed July 19, 2019. http://resolver.tudelft.nl/uuid:0e6ae353-cd6d-4a41-b20d-5f2f55b23edf.

MLA Handbook (7th Edition):

Boeters, A G. “Concrete overlay of movable steel orthotropic bridges: the repair method for movable steel bridges:.” 2007. Web. 19 Jul 2019.

Vancouver:

Boeters AG. Concrete overlay of movable steel orthotropic bridges: the repair method for movable steel bridges:. [Internet] [Masters thesis]. Delft University of Technology; 2007. [cited 2019 Jul 19]. Available from: http://resolver.tudelft.nl/uuid:0e6ae353-cd6d-4a41-b20d-5f2f55b23edf.

Council of Science Editors:

Boeters AG. Concrete overlay of movable steel orthotropic bridges: the repair method for movable steel bridges:. [Masters Thesis]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:0e6ae353-cd6d-4a41-b20d-5f2f55b23edf

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