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

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1. 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 December 15, 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. 15 Dec 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 Dec 15]. 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

2. Dratsas, P. Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:.

Degree: 2016, Delft University of Technology

 The high levels of wind and wave loads on offshore structures make fatigue analysis a significant parameter that has to be taken into consideration throughout… (more)

Subjects/Keywords: steel structures; fatigue; fracture mechanics; overloads

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APA (6th Edition):

Dratsas, P. (2016). Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99

Chicago Manual of Style (16th Edition):

Dratsas, P. “Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:.” 2016. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99.

MLA Handbook (7th Edition):

Dratsas, P. “Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:.” 2016. Web. 15 Dec 2019.

Vancouver:

Dratsas P. Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99.

Council of Science Editors:

Dratsas P. Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99


Delft University of Technology

3. Oorebeek, M. Padeye engineering tool development: Load capacity of an asymmetrical padeye welded to a jacket structure:.

Degree: 2016, Delft University of Technology

Subjects/Keywords: Padeye; Circular Hollow Section

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APA (6th Edition):

Oorebeek, M. (2016). Padeye engineering tool development: Load capacity of an asymmetrical padeye welded to a jacket structure:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:809acc43-6b97-4efb-bb28-6e58672e5c1f

Chicago Manual of Style (16th Edition):

Oorebeek, M. “Padeye engineering tool development: Load capacity of an asymmetrical padeye welded to a jacket structure:.” 2016. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:809acc43-6b97-4efb-bb28-6e58672e5c1f.

MLA Handbook (7th Edition):

Oorebeek, M. “Padeye engineering tool development: Load capacity of an asymmetrical padeye welded to a jacket structure:.” 2016. Web. 15 Dec 2019.

Vancouver:

Oorebeek M. Padeye engineering tool development: Load capacity of an asymmetrical padeye welded to a jacket structure:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:809acc43-6b97-4efb-bb28-6e58672e5c1f.

Council of Science Editors:

Oorebeek M. Padeye engineering tool development: Load capacity of an asymmetrical padeye welded to a jacket structure:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:809acc43-6b97-4efb-bb28-6e58672e5c1f


Delft University of Technology

4. Flink, P.J. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:.

Degree: 2015, Delft University of Technology

 Many old moveable bridges have exceeded their technical lifetime. Replacement of the foundations is expensive and often unnecessary if the new bridge superstructure is lighter… (more)

Subjects/Keywords: Fiber Reinforced Polymer; FRP; Bolted Connection; Composite Action; Glass; Fiber; Fibre; Tsai Wu; Tsai-Wu; Julianabrug

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APA (6th Edition):

Flink, P. J. (2015). Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d

Chicago Manual of Style (16th Edition):

Flink, P J. “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

MLA Handbook (7th Edition):

Flink, P J. “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:.” 2015. Web. 15 Dec 2019.

Vancouver:

Flink PJ. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

Council of Science Editors:

Flink PJ. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d


Delft University of Technology

5. De Jong, B.C. Analytical and experimental analysis of the capacity of steel wire ropes subjected to forced bending :.

Degree: 2015, Delft University of Technology

 Wire rope is used in numerous applications such as elevators, power lines, suspension bridges, ships and the mooring of offshore structures. In many of these… (more)

Subjects/Keywords: steel wire rope; bending

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APA (6th Edition):

De Jong, B. C. (2015). Analytical and experimental analysis of the capacity of steel wire ropes subjected to forced bending :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3f302bbe-52a9-431b-88e8-82d9c8901e3c

Chicago Manual of Style (16th Edition):

De Jong, B C. “Analytical and experimental analysis of the capacity of steel wire ropes subjected to forced bending :.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:3f302bbe-52a9-431b-88e8-82d9c8901e3c.

MLA Handbook (7th Edition):

De Jong, B C. “Analytical and experimental analysis of the capacity of steel wire ropes subjected to forced bending :.” 2015. Web. 15 Dec 2019.

Vancouver:

De Jong BC. Analytical and experimental analysis of the capacity of steel wire ropes subjected to forced bending :. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:3f302bbe-52a9-431b-88e8-82d9c8901e3c.

Council of Science Editors:

De Jong BC. Analytical and experimental analysis of the capacity of steel wire ropes subjected to forced bending :. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:3f302bbe-52a9-431b-88e8-82d9c8901e3c


Delft University of Technology

6. Pruijssers, M.M. Use of S460 in the Dutch building industry: Supporting & obstructing factors:.

Degree: 2015, Delft University of Technology

 This study investigates the factors that support or obstruct the use of steel grade S460 in the Dutch building industry. The research was limited to… (more)

Subjects/Keywords: S460

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APA (6th Edition):

Pruijssers, M. M. (2015). Use of S460 in the Dutch building industry: Supporting & obstructing factors:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b9212d24-fb4c-421e-aae0-018d7f611ffa

Chicago Manual of Style (16th Edition):

Pruijssers, M M. “Use of S460 in the Dutch building industry: Supporting & obstructing factors:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:b9212d24-fb4c-421e-aae0-018d7f611ffa.

MLA Handbook (7th Edition):

Pruijssers, M M. “Use of S460 in the Dutch building industry: Supporting & obstructing factors:.” 2015. Web. 15 Dec 2019.

Vancouver:

Pruijssers MM. Use of S460 in the Dutch building industry: Supporting & obstructing factors:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:b9212d24-fb4c-421e-aae0-018d7f611ffa.

Council of Science Editors:

Pruijssers MM. Use of S460 in the Dutch building industry: Supporting & obstructing factors:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b9212d24-fb4c-421e-aae0-018d7f611ffa

7. Van Blokland, J. Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m:.

Degree: 2015, Delft University of Technology

 In the Netherlands buildings are designed using a grid with multiples of 3.6 meter. Within these designs floor spans of 7.2 meter are popular (double… (more)

Subjects/Keywords: steel-concrete composite floor; unpropped; big span; design

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APA (6th Edition):

Van Blokland, J. (2015). Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:890f32a1-d09f-4c78-a44e-733f594e9717

Chicago Manual of Style (16th Edition):

Van Blokland, J. “Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:890f32a1-d09f-4c78-a44e-733f594e9717.

MLA Handbook (7th Edition):

Van Blokland, J. “Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m:.” 2015. Web. 15 Dec 2019.

Vancouver:

Van Blokland J. Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:890f32a1-d09f-4c78-a44e-733f594e9717.

Council of Science Editors:

Van Blokland J. Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:890f32a1-d09f-4c78-a44e-733f594e9717


Delft University of Technology

8. Dijkstra, S.D. Zakkende grond op ankers:.

Degree: 2015, Delft University of Technology

 The graduation thesis focuses on providing insight in the consequences of subsiding ground on soil anchors. With the years, the bars of an anchored sheet… (more)

Subjects/Keywords: CUR 166; ankers; grond; zetting; embedded pile element; Plaxis 2D; Plaxis 3D

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APA (6th Edition):

Dijkstra, S. D. (2015). Zakkende grond op ankers:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018

Chicago Manual of Style (16th Edition):

Dijkstra, S D. “Zakkende grond op ankers:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018.

MLA Handbook (7th Edition):

Dijkstra, S D. “Zakkende grond op ankers:.” 2015. Web. 15 Dec 2019.

Vancouver:

Dijkstra SD. Zakkende grond op ankers:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018.

Council of Science Editors:

Dijkstra SD. Zakkende grond op ankers:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:787fc710-52d0-4de6-9669-c2de10ba8018


Delft University of Technology

9. Yip, T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:.

Degree: 2015, Delft University of Technology

 The purpose of this MSc thesis is to find a feasible concept for a circa 4500 m long buoyancy bridge, which is located at the… (more)

Subjects/Keywords: buoyancy bridge; lattice bridge girder; pontoons; steel cables; anchoring system; steel; bridge; floating bridge; cables; Scia Engineer; modeling; Sognefjord; Coastal Highway E39; Norway; floating; fjord; feasibility

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APA (6th Edition):

Yip, T. (2015). Long Span Buoyancy Bridge with Submerged Cable Anchoring:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2

Chicago Manual of Style (16th Edition):

Yip, T. “Long Span Buoyancy Bridge with Submerged Cable Anchoring:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2.

MLA Handbook (7th Edition):

Yip, T. “Long Span Buoyancy Bridge with Submerged Cable Anchoring:.” 2015. Web. 15 Dec 2019.

Vancouver:

Yip T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2.

Council of Science Editors:

Yip T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2


Delft University of Technology

10. Luo, Y. Vibration and comfort analysis of steel composite pedestrian bridge:.

Degree: 2015, Delft University of Technology

 A number of load modes and comfort design guidelines, with the purpose of analyzing the comfort level of target structure, has been introduced in the… (more)

Subjects/Keywords: load model; pedestrian; dynamic calculation

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APA (6th Edition):

Luo, Y. (2015). Vibration and comfort analysis of steel composite pedestrian bridge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c63faace-4ea4-4d8d-8f70-557066b4c7e1

Chicago Manual of Style (16th Edition):

Luo, Y. “Vibration and comfort analysis of steel composite pedestrian bridge:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:c63faace-4ea4-4d8d-8f70-557066b4c7e1.

MLA Handbook (7th Edition):

Luo, Y. “Vibration and comfort analysis of steel composite pedestrian bridge:.” 2015. Web. 15 Dec 2019.

Vancouver:

Luo Y. Vibration and comfort analysis of steel composite pedestrian bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:c63faace-4ea4-4d8d-8f70-557066b4c7e1.

Council of Science Editors:

Luo Y. Vibration and comfort analysis of steel composite pedestrian bridge:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:c63faace-4ea4-4d8d-8f70-557066b4c7e1

11. Harms, I. Pinned connections:.

Degree: 2015, Delft University of Technology

 The current calculation methods which determine the capacity of pinned connections provide different results. In this thesis a detailed look on those theories and the… (more)

Subjects/Keywords: pinned connection; Finite Element Method

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APA (6th Edition):

Harms, I. (2015). Pinned connections:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d

Chicago Manual of Style (16th Edition):

Harms, I. “Pinned connections:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d.

MLA Handbook (7th Edition):

Harms, I. “Pinned connections:.” 2015. Web. 15 Dec 2019.

Vancouver:

Harms I. Pinned connections:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d.

Council of Science Editors:

Harms I. Pinned connections:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d


Delft University of Technology

12. Van Reekum, R.B. Structural behavior of pressure locked gratings:.

Degree: 2015, Delft University of Technology

 Pressure locked gratings have many uses, both on land and at sea. This is mainly due to the high degree of flexibility in dimensions and… (more)

Subjects/Keywords: steel; pressure locked gratings; FEM; experiments

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APA (6th Edition):

Van Reekum, R. B. (2015). Structural behavior of pressure locked gratings:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d10408ea-eeb9-45dd-83e5-bc7139457990

Chicago Manual of Style (16th Edition):

Van Reekum, R B. “Structural behavior of pressure locked gratings:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:d10408ea-eeb9-45dd-83e5-bc7139457990.

MLA Handbook (7th Edition):

Van Reekum, R B. “Structural behavior of pressure locked gratings:.” 2015. Web. 15 Dec 2019.

Vancouver:

Van Reekum RB. Structural behavior of pressure locked gratings:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:d10408ea-eeb9-45dd-83e5-bc7139457990.

Council of Science Editors:

Van Reekum RB. Structural behavior of pressure locked gratings:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:d10408ea-eeb9-45dd-83e5-bc7139457990

13. Deng, S. A simplified model for assessing lateral railway bridge resonance behavior:.

Degree: 2015, Delft University of Technology

 Dynamics of railway bridges is a complicated problem that normally needs nu- merical simulation to conduct researches on. However, this thesis takes advan- tage of… (more)

Subjects/Keywords: Eurocode; lateral railway bridge dynamics; 1.2Hz criterion; nosing force; lateral force on track

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APA (6th Edition):

Deng, S. (2015). A simplified model for assessing lateral railway bridge resonance behavior:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:407beb97-73f3-4621-8360-246352932db9

Chicago Manual of Style (16th Edition):

Deng, S. “A simplified model for assessing lateral railway bridge resonance behavior:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:407beb97-73f3-4621-8360-246352932db9.

MLA Handbook (7th Edition):

Deng, S. “A simplified model for assessing lateral railway bridge resonance behavior:.” 2015. Web. 15 Dec 2019.

Vancouver:

Deng S. A simplified model for assessing lateral railway bridge resonance behavior:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:407beb97-73f3-4621-8360-246352932db9.

Council of Science Editors:

Deng S. A simplified model for assessing lateral railway bridge resonance behavior:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:407beb97-73f3-4621-8360-246352932db9

14. Delgado, O. Numerical Analysis of Stability of Steel Columns With Thermal Gradients:.

Degree: 2015, Delft University of Technology

 This thesis studies the buckling behavior of I-shaped steel columns under the effect of thermal gradients. The mechanical properties of steel decay signicantly with increasing… (more)

Subjects/Keywords: finite element analysis; column buckling; steel structures; fire safety

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APA (6th Edition):

Delgado, O. (2015). Numerical Analysis of Stability of Steel Columns With Thermal Gradients:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3c8bdf8c-97cc-4e90-8c6a-f2b8cb0029c1

Chicago Manual of Style (16th Edition):

Delgado, O. “Numerical Analysis of Stability of Steel Columns With Thermal Gradients:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:3c8bdf8c-97cc-4e90-8c6a-f2b8cb0029c1.

MLA Handbook (7th Edition):

Delgado, O. “Numerical Analysis of Stability of Steel Columns With Thermal Gradients:.” 2015. Web. 15 Dec 2019.

Vancouver:

Delgado O. Numerical Analysis of Stability of Steel Columns With Thermal Gradients:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:3c8bdf8c-97cc-4e90-8c6a-f2b8cb0029c1.

Council of Science Editors:

Delgado O. Numerical Analysis of Stability of Steel Columns With Thermal Gradients:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:3c8bdf8c-97cc-4e90-8c6a-f2b8cb0029c1


Delft University of Technology

15. Dobrescu, M. Influence of Ductility in the Design of (High Strength) Steel Bridges:.

Degree: 2014, Delft University of Technology

 In connections of steel structures stress concentrations occur due to the rapid geometric changes in the cross section. If the material has sufficient ductility then,… (more)

Subjects/Keywords: Ductility; High Strength Steel; Yield-Tensile Ratio; Linear to Nonlinear Analysis

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APA (6th Edition):

Dobrescu, M. (2014). Influence of Ductility in the Design of (High Strength) Steel Bridges:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a

Chicago Manual of Style (16th Edition):

Dobrescu, M. “Influence of Ductility in the Design of (High Strength) Steel Bridges:.” 2014. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a.

MLA Handbook (7th Edition):

Dobrescu, M. “Influence of Ductility in the Design of (High Strength) Steel Bridges:.” 2014. Web. 15 Dec 2019.

Vancouver:

Dobrescu M. Influence of Ductility in the Design of (High Strength) Steel Bridges:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a.

Council of Science Editors:

Dobrescu M. Influence of Ductility in the Design of (High Strength) Steel Bridges:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:90f0e3b4-bea0-45e5-b94d-18c5a37e376a

16. Boon, W. The influence of thermal gradients in steel columns due to pool fires:.

Degree: 2014, Delft University of Technology

 During this thesis the fire safety engineering approach has been used to investigate the influence of hydrocarbon pool fires on steel columns. Using a fire… (more)

Subjects/Keywords: gradient; fire safety engineering; buckling; fire; steel; hydrocarbon; pool fire

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APA (6th Edition):

Boon, W. (2014). The influence of thermal gradients in steel columns due to pool fires:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f3f96dc7-2339-4751-9110-7edbf6f6ff2d

Chicago Manual of Style (16th Edition):

Boon, W. “The influence of thermal gradients in steel columns due to pool fires:.” 2014. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:f3f96dc7-2339-4751-9110-7edbf6f6ff2d.

MLA Handbook (7th Edition):

Boon, W. “The influence of thermal gradients in steel columns due to pool fires:.” 2014. Web. 15 Dec 2019.

Vancouver:

Boon W. The influence of thermal gradients in steel columns due to pool fires:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:f3f96dc7-2339-4751-9110-7edbf6f6ff2d.

Council of Science Editors:

Boon W. The influence of thermal gradients in steel columns due to pool fires:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:f3f96dc7-2339-4751-9110-7edbf6f6ff2d

17. Pawirokromo, J.S.W. Design of a flood proof storage tank:.

Degree: 2014, Delft University of Technology

 Some storage tank terminals located in hurricane prone regions were heavily struck by hurricanes. An example is the storage tank terminal of Stolthaven Terminals (Stolt-Nielsen… (more)

Subjects/Keywords: storage tanks; flood; hurricane; damage; chemical spill

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APA (6th Edition):

Pawirokromo, J. S. W. (2014). Design of a flood proof storage tank:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a

Chicago Manual of Style (16th Edition):

Pawirokromo, J S W. “Design of a flood proof storage tank:.” 2014. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a.

MLA Handbook (7th Edition):

Pawirokromo, J S W. “Design of a flood proof storage tank:.” 2014. Web. 15 Dec 2019.

Vancouver:

Pawirokromo JSW. Design of a flood proof storage tank:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a.

Council of Science Editors:

Pawirokromo JSW. Design of a flood proof storage tank:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:5025bea2-708c-415d-ae4a-97a0bd05f75a


Delft University of Technology

18. Croes, M.S. The economical advantages of the use of S460 steel: Based on a comparison with lower strength steel:.

Degree: 2013, Delft University of Technology

 This master’s thesis is about the use of higher strength steel in buildings and the economical advantages of the use of this steel. The economical… (more)

Subjects/Keywords: economical advantages; High strength steel; HSS; S355; S460; fabrication; assembly; transportation; material

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APA (6th Edition):

Croes, M. S. (2013). The economical advantages of the use of S460 steel: Based on a comparison with lower strength steel:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4f3afe79-3fd9-4029-a0e6-35b012e228f9

Chicago Manual of Style (16th Edition):

Croes, M S. “The economical advantages of the use of S460 steel: Based on a comparison with lower strength steel:.” 2013. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:4f3afe79-3fd9-4029-a0e6-35b012e228f9.

MLA Handbook (7th Edition):

Croes, M S. “The economical advantages of the use of S460 steel: Based on a comparison with lower strength steel:.” 2013. Web. 15 Dec 2019.

Vancouver:

Croes MS. The economical advantages of the use of S460 steel: Based on a comparison with lower strength steel:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:4f3afe79-3fd9-4029-a0e6-35b012e228f9.

Council of Science Editors:

Croes MS. The economical advantages of the use of S460 steel: Based on a comparison with lower strength steel:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:4f3afe79-3fd9-4029-a0e6-35b012e228f9

19. Van der Ploeg, J.C. A knowledge-based framework for structural optimization - An object-oriented approach for reuse of explicit knowledge in computational optimisation of steel structures.:.

Degree: 2013, Delft University of Technology

 During the design process, structural engineers are required to create more efficient designs while achieving maximum integration with other disciplines, satisfying design requirements and ensuring… (more)

Subjects/Keywords: reuse; explicit knowlegde; steel structures; structural optimisation; object oriented framework

…new entrance of faculty of Civil Engineering and Geosciences of Delft University of… …new entrance of faculty of Civil Engineering and Geosciences of Delft University of… …Technology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79 5.2 Design situation and… …Technology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 5.4 Visualisation of… 

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APA (6th Edition):

Van der Ploeg, J. C. (2013). A knowledge-based framework for structural optimization - An object-oriented approach for reuse of explicit knowledge in computational optimisation of steel structures.:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:84d028fc-f1e8-41b6-870a-8c815198bf32

Chicago Manual of Style (16th Edition):

Van der Ploeg, J C. “A knowledge-based framework for structural optimization - An object-oriented approach for reuse of explicit knowledge in computational optimisation of steel structures.:.” 2013. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:84d028fc-f1e8-41b6-870a-8c815198bf32.

MLA Handbook (7th Edition):

Van der Ploeg, J C. “A knowledge-based framework for structural optimization - An object-oriented approach for reuse of explicit knowledge in computational optimisation of steel structures.:.” 2013. Web. 15 Dec 2019.

Vancouver:

Van der Ploeg JC. A knowledge-based framework for structural optimization - An object-oriented approach for reuse of explicit knowledge in computational optimisation of steel structures.:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:84d028fc-f1e8-41b6-870a-8c815198bf32.

Council of Science Editors:

Van der Ploeg JC. A knowledge-based framework for structural optimization - An object-oriented approach for reuse of explicit knowledge in computational optimisation of steel structures.:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:84d028fc-f1e8-41b6-870a-8c815198bf32

20. Zel taat, S. Innovative design for lock gates - curved sliding gate; case study: IJmuiden Nieuwe Zeesluis:.

Degree: 2012, Delft University of Technology

 Design of a lock gate for Nieuwe Zeesluis in IJmuiden becomes a challenge when the boundary conditions limit the choice for the conventional types of… (more)

Subjects/Keywords: IJmuiden; lock gate; curved sliding gate; hydro-foot; feasibility study

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APA (6th Edition):

Zel taat, S. (2012). Innovative design for lock gates - curved sliding gate; case study: IJmuiden Nieuwe Zeesluis:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2c23b4c3-8e68-43eb-b783-a180482e68b8

Chicago Manual of Style (16th Edition):

Zel taat, S. “Innovative design for lock gates - curved sliding gate; case study: IJmuiden Nieuwe Zeesluis:.” 2012. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:2c23b4c3-8e68-43eb-b783-a180482e68b8.

MLA Handbook (7th Edition):

Zel taat, S. “Innovative design for lock gates - curved sliding gate; case study: IJmuiden Nieuwe Zeesluis:.” 2012. Web. 15 Dec 2019.

Vancouver:

Zel taat S. Innovative design for lock gates - curved sliding gate; case study: IJmuiden Nieuwe Zeesluis:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:2c23b4c3-8e68-43eb-b783-a180482e68b8.

Council of Science Editors:

Zel taat S. Innovative design for lock gates - curved sliding gate; case study: IJmuiden Nieuwe Zeesluis:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:2c23b4c3-8e68-43eb-b783-a180482e68b8

21. Van Ham, A. Interaction between plate and column buckling:.

Degree: 2012, Delft University of Technology

The interaction between plate buckling and column buckling has been studied. Also a design recommendation is made for engineers working with class 4 cross-sections. Advisors/Committee Members: Bijlaard, F.S.K., Abspoel, R., Hoogenboom, P.C.J., Reusink, J.H., Houben, L.J.M..

Subjects/Keywords: plate buckling; column buckling; interaction; buckling; plooistabiliteit

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APA (6th Edition):

Van Ham, A. (2012). Interaction between plate and column buckling:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662

Chicago Manual of Style (16th Edition):

Van Ham, A. “Interaction between plate and column buckling:.” 2012. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662.

MLA Handbook (7th Edition):

Van Ham, A. “Interaction between plate and column buckling:.” 2012. Web. 15 Dec 2019.

Vancouver:

Van Ham A. Interaction between plate and column buckling:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662.

Council of Science Editors:

Van Ham A. Interaction between plate and column buckling:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662

22. Van Gerven, F.P.M. Optimising the Design of a Steel Substructure for Offshore Wind Turbines in Deeper Waters:.

Degree: 2011, Delft University of Technology

 In the need for more green energy a prominent role is reserved for wind energy. Offshore wind energy in deeper waters capitalises on more efficient… (more)

Subjects/Keywords: offshore; wind turbine; deeper water; substructure; steel; fatigue

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APA (6th Edition):

Van Gerven, F. P. M. (2011). Optimising the Design of a Steel Substructure for Offshore Wind Turbines in Deeper Waters:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d795483c-2255-4ad9-8295-79c134ca1e17

Chicago Manual of Style (16th Edition):

Van Gerven, F P M. “Optimising the Design of a Steel Substructure for Offshore Wind Turbines in Deeper Waters:.” 2011. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:d795483c-2255-4ad9-8295-79c134ca1e17.

MLA Handbook (7th Edition):

Van Gerven, F P M. “Optimising the Design of a Steel Substructure for Offshore Wind Turbines in Deeper Waters:.” 2011. Web. 15 Dec 2019.

Vancouver:

Van Gerven FPM. Optimising the Design of a Steel Substructure for Offshore Wind Turbines in Deeper Waters:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:d795483c-2255-4ad9-8295-79c134ca1e17.

Council of Science Editors:

Van Gerven FPM. Optimising the Design of a Steel Substructure for Offshore Wind Turbines in Deeper Waters:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:d795483c-2255-4ad9-8295-79c134ca1e17


Delft University of Technology

23. Uwimana, L. Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :.

Degree: 2011, Delft University of Technology

 This study intends to develop a design method of adding more stories on existing building by using a case study of construction project in Leidschendam… (more)

Subjects/Keywords: adding floors on existing building; extending the existing low riser building into a multistory building; adding more stories on existing building

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APA (6th Edition):

Uwimana, L. (2011). Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5

Chicago Manual of Style (16th Edition):

Uwimana, L. “Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :.” 2011. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5.

MLA Handbook (7th Edition):

Uwimana, L. “Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :.” 2011. Web. 15 Dec 2019.

Vancouver:

Uwimana L. Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5.

Council of Science Editors:

Uwimana L. Adding stories on top of the existing building by using steel structures. Case study: Dillenburgsingel project in Leidschendam :. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:c19c0a30-075b-4911-9352-0d9f480f39d5

24. Wiersum, R. Brandwerendheid van slanke stalen plaatliggers in industriehallen:.

Degree: 2011, Delft University of Technology

 Een stalen plaatligger is een hoog I-profiel samengesteld uit stalen platen die aan elkaar worden gelast of gebout. Stalen plaatliggers kunnen geplaatst worden als dakligger… (more)

Subjects/Keywords: plaatligger; industriehal; brandwerendheid

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APA (6th Edition):

Wiersum, R. (2011). Brandwerendheid van slanke stalen plaatliggers in industriehallen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5e2d90b7-de3a-4a7e-8581-b2e9cf7f5ce2

Chicago Manual of Style (16th Edition):

Wiersum, R. “Brandwerendheid van slanke stalen plaatliggers in industriehallen:.” 2011. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:5e2d90b7-de3a-4a7e-8581-b2e9cf7f5ce2.

MLA Handbook (7th Edition):

Wiersum, R. “Brandwerendheid van slanke stalen plaatliggers in industriehallen:.” 2011. Web. 15 Dec 2019.

Vancouver:

Wiersum R. Brandwerendheid van slanke stalen plaatliggers in industriehallen:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:5e2d90b7-de3a-4a7e-8581-b2e9cf7f5ce2.

Council of Science Editors:

Wiersum R. Brandwerendheid van slanke stalen plaatliggers in industriehallen:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:5e2d90b7-de3a-4a7e-8581-b2e9cf7f5ce2


Delft University of Technology

25. Verweij, J.G. Cellular beam-columns in portal frame structures:.

Degree: 2010, Delft University of Technology

 Theoretical and numerical research into the application of cellular beam-column members in portal frame structures. Two failure mechanisms requiring additional research if cellular beams are… (more)

Subjects/Keywords: cellular beam-columns; web-post buckling; web openings; portal frame; steel structures; SAFIR finite element software

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APA (6th Edition):

Verweij, J. G. (2010). Cellular beam-columns in portal frame structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77

Chicago Manual of Style (16th Edition):

Verweij, J G. “Cellular beam-columns in portal frame structures:.” 2010. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77.

MLA Handbook (7th Edition):

Verweij, J G. “Cellular beam-columns in portal frame structures:.” 2010. Web. 15 Dec 2019.

Vancouver:

Verweij JG. Cellular beam-columns in portal frame structures:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77.

Council of Science Editors:

Verweij JG. Cellular beam-columns in portal frame structures:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77


Delft University of Technology

26. Kuiper, P.C. Uitbreiding Amsterdam ArenA:.

Degree: 2008, Delft University of Technology

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APA (6th Edition):

Kuiper, P. C. (2008). Uitbreiding Amsterdam ArenA:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5aa8205a-63b0-4be7-9d8b-7e3c1617885c

Chicago Manual of Style (16th Edition):

Kuiper, P C. “Uitbreiding Amsterdam ArenA:.” 2008. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:5aa8205a-63b0-4be7-9d8b-7e3c1617885c.

MLA Handbook (7th Edition):

Kuiper, P C. “Uitbreiding Amsterdam ArenA:.” 2008. Web. 15 Dec 2019.

Vancouver:

Kuiper PC. Uitbreiding Amsterdam ArenA:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:5aa8205a-63b0-4be7-9d8b-7e3c1617885c.

Council of Science Editors:

Kuiper PC. Uitbreiding Amsterdam ArenA:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:5aa8205a-63b0-4be7-9d8b-7e3c1617885c


Delft University of Technology

27. Bhagwandas, A. Constructieve samenhang van prefab gebouwconstructies na een gasexplosie: Onderzoek naar maatregelen om constructieve samenhang te waarborgen in relatie tot de Europese Norm:.

Degree: 2007, Delft University of Technology

 In de praktijk worden steeds meer gebouwen vervaardigd uit geprefabriceerde betonelementen. Deze elementen worden in de fabriek gemaakt waarna ze worden getransporteerd naar de bouwplaats.… (more)

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APA (6th Edition):

Bhagwandas, A. (2007). Constructieve samenhang van prefab gebouwconstructies na een gasexplosie: Onderzoek naar maatregelen om constructieve samenhang te waarborgen in relatie tot de Europese Norm:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:aff304f8-0658-481f-ace4-1601ad3255b6

Chicago Manual of Style (16th Edition):

Bhagwandas, A. “Constructieve samenhang van prefab gebouwconstructies na een gasexplosie: Onderzoek naar maatregelen om constructieve samenhang te waarborgen in relatie tot de Europese Norm:.” 2007. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:aff304f8-0658-481f-ace4-1601ad3255b6.

MLA Handbook (7th Edition):

Bhagwandas, A. “Constructieve samenhang van prefab gebouwconstructies na een gasexplosie: Onderzoek naar maatregelen om constructieve samenhang te waarborgen in relatie tot de Europese Norm:.” 2007. Web. 15 Dec 2019.

Vancouver:

Bhagwandas A. Constructieve samenhang van prefab gebouwconstructies na een gasexplosie: Onderzoek naar maatregelen om constructieve samenhang te waarborgen in relatie tot de Europese Norm:. [Internet] [Masters thesis]. Delft University of Technology; 2007. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:aff304f8-0658-481f-ace4-1601ad3255b6.

Council of Science Editors:

Bhagwandas A. Constructieve samenhang van prefab gebouwconstructies na een gasexplosie: Onderzoek naar maatregelen om constructieve samenhang te waarborgen in relatie tot de Europese Norm:. [Masters Thesis]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:aff304f8-0658-481f-ace4-1601ad3255b6


Delft University of Technology

28. De Koning, M. Verticaal evenwicht van damwandconstructies:.

Degree: 2006, Delft University of Technology

 In Nederland worden damwanden meestal ontworpen met het computerprogramma MSheet. Met de huidige versie van MSheet, versie 7.0, is het mogelijk om het verticaal evenwicht… (more)

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APA (6th Edition):

De Koning, M. (2006). Verticaal evenwicht van damwandconstructies:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c2517913-7294-4e53-b915-d67ffe20814c

Chicago Manual of Style (16th Edition):

De Koning, M. “Verticaal evenwicht van damwandconstructies:.” 2006. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:c2517913-7294-4e53-b915-d67ffe20814c.

MLA Handbook (7th Edition):

De Koning, M. “Verticaal evenwicht van damwandconstructies:.” 2006. Web. 15 Dec 2019.

Vancouver:

De Koning M. Verticaal evenwicht van damwandconstructies:. [Internet] [Masters thesis]. Delft University of Technology; 2006. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:c2517913-7294-4e53-b915-d67ffe20814c.

Council of Science Editors:

De Koning M. Verticaal evenwicht van damwandconstructies:. [Masters Thesis]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:c2517913-7294-4e53-b915-d67ffe20814c


Delft University of Technology

29. Hermeling, V.M. Corrigeren van de afvoerverdeling op splitsingspunt De Pannerdensche Kop:.

Degree: Faculty of Civil Engineering and Geosciences, Hydraulic Engineering, 2004, Delft University of Technology

 Volgens de Hydraulische Randvoorwaarden van 2001 moeten de Nederlandse Rijntakken vanaf 2015 in staat zijn om een Maatgevende Hoogwater (MHW)-golf van 16.000 m3/s veilig naar… (more)

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

APA (6th Edition):

Hermeling, V. M. (2004). Corrigeren van de afvoerverdeling op splitsingspunt De Pannerdensche Kop:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:eee4cb44-0d5f-43aa-a735-4cc186dfb09e

Chicago Manual of Style (16th Edition):

Hermeling, V M. “Corrigeren van de afvoerverdeling op splitsingspunt De Pannerdensche Kop:.” 2004. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:eee4cb44-0d5f-43aa-a735-4cc186dfb09e.

MLA Handbook (7th Edition):

Hermeling, V M. “Corrigeren van de afvoerverdeling op splitsingspunt De Pannerdensche Kop:.” 2004. Web. 15 Dec 2019.

Vancouver:

Hermeling VM. Corrigeren van de afvoerverdeling op splitsingspunt De Pannerdensche Kop:. [Internet] [Masters thesis]. Delft University of Technology; 2004. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:eee4cb44-0d5f-43aa-a735-4cc186dfb09e.

Council of Science Editors:

Hermeling VM. Corrigeren van de afvoerverdeling op splitsingspunt De Pannerdensche Kop:. [Masters Thesis]. Delft University of Technology; 2004. Available from: http://resolver.tudelft.nl/uuid:eee4cb44-0d5f-43aa-a735-4cc186dfb09e


Delft University of Technology

30. Kerstens, K. Constructief ontwerp voor woontoren Oostplein, Rotterdam:.

Degree: 2004, Delft University of Technology

 Historisch gezien loopt de ontwikkeling van woontorens achter op die van kantoorgebouwen, voornamelijk omdat voor woontorens doorgaans een geringer budget beschikbaar is. De laatste jaren… (more)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kerstens, K. (2004). Constructief ontwerp voor woontoren Oostplein, Rotterdam:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d6b5958e-c7f5-47ee-ba1a-bb03b9055a3a

Chicago Manual of Style (16th Edition):

Kerstens, K. “Constructief ontwerp voor woontoren Oostplein, Rotterdam:.” 2004. Masters Thesis, Delft University of Technology. Accessed December 15, 2019. http://resolver.tudelft.nl/uuid:d6b5958e-c7f5-47ee-ba1a-bb03b9055a3a.

MLA Handbook (7th Edition):

Kerstens, K. “Constructief ontwerp voor woontoren Oostplein, Rotterdam:.” 2004. Web. 15 Dec 2019.

Vancouver:

Kerstens K. Constructief ontwerp voor woontoren Oostplein, Rotterdam:. [Internet] [Masters thesis]. Delft University of Technology; 2004. [cited 2019 Dec 15]. Available from: http://resolver.tudelft.nl/uuid:d6b5958e-c7f5-47ee-ba1a-bb03b9055a3a.

Council of Science Editors:

Kerstens K. Constructief ontwerp voor woontoren Oostplein, Rotterdam:. [Masters Thesis]. Delft University of Technology; 2004. Available from: http://resolver.tudelft.nl/uuid:d6b5958e-c7f5-47ee-ba1a-bb03b9055a3a

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