Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"Delft University of Technology" +contributor:("Bijlaard, F.S.K."). Showing records 1 – 30 of 63 total matches.

[1] [2] [3]

Search Limiters

Last 2 Years | English Only

Levels

▼ Search Limiters


Delft University of Technology

1. Jacob, T. Optimization of weight of an offshore sub-structure:.

Degree: 2015, Delft University of Technology

 Many shallow marginal gas fields remain unexploited in the North Sea, mainly due to higher infrastructure capital expenditure for its exploitation. A study carried by… (more)

Subjects/Keywords: offshore sub-structure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jacob, T. (2015). Optimization of weight of an offshore sub-structure:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e6ee7188-852b-4364-b927-e833118472ee

Chicago Manual of Style (16th Edition):

Jacob, T. “Optimization of weight of an offshore sub-structure:.” 2015. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:e6ee7188-852b-4364-b927-e833118472ee.

MLA Handbook (7th Edition):

Jacob, T. “Optimization of weight of an offshore sub-structure:.” 2015. Web. 22 Nov 2019.

Vancouver:

Jacob T. Optimization of weight of an offshore sub-structure:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:e6ee7188-852b-4364-b927-e833118472ee.

Council of Science Editors:

Jacob T. Optimization of weight of an offshore sub-structure:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:e6ee7188-852b-4364-b927-e833118472ee


Delft University of Technology

2. Liu, J. Numerical Simulations of Spirally Welded Steel Tubes Under 4-Point Bending:.

Degree: 2016, Delft University of Technology

 This master thesis investigates the response of spirally welded steel tubes under 4-point bending deformation. Through the finite element simulations of a testing the buckling… (more)

Subjects/Keywords: buckling; spirally welded tube; non-linear; large scale; parametric study

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Liu, J. (2016). Numerical Simulations of Spirally Welded Steel Tubes Under 4-Point Bending:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1b552dd7-72c9-456e-961a-734f829ccd87

Chicago Manual of Style (16th Edition):

Liu, J. “Numerical Simulations of Spirally Welded Steel Tubes Under 4-Point Bending:.” 2016. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:1b552dd7-72c9-456e-961a-734f829ccd87.

MLA Handbook (7th Edition):

Liu, J. “Numerical Simulations of Spirally Welded Steel Tubes Under 4-Point Bending:.” 2016. Web. 22 Nov 2019.

Vancouver:

Liu J. Numerical Simulations of Spirally Welded Steel Tubes Under 4-Point Bending:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:1b552dd7-72c9-456e-961a-734f829ccd87.

Council of Science Editors:

Liu J. Numerical Simulations of Spirally Welded Steel Tubes Under 4-Point Bending:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:1b552dd7-72c9-456e-961a-734f829ccd87


Delft University of Technology

3. Crisbasanu, M.I. The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:.

Degree: 2010, Delft University of Technology

 Tensairity is a lightweight structural concept, a synergistic combination of an air-beam, cables and struts, which is categorized as a pneumatic structure. The central idea… (more)

Subjects/Keywords: tensairity; load-bearing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Crisbasanu, M. I. (2010). The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375

Chicago Manual of Style (16th Edition):

Crisbasanu, M I. “The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:.” 2010. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375.

MLA Handbook (7th Edition):

Crisbasanu, M I. “The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:.” 2010. Web. 22 Nov 2019.

Vancouver:

Crisbasanu MI. The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375.

Council of Science Editors:

Crisbasanu MI. The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375


Delft University of Technology

4. Beju, D.A. Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:.

Degree: 2014, Delft University of Technology

 A master thesis about stiffening plates with very slender stiffeners is presented. The master thesis represents a completion of my master studies and is written… (more)

Subjects/Keywords: plate buckling; slender stiffeners

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Beju, D. A. (2014). Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd

Chicago Manual of Style (16th Edition):

Beju, D A. “Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:.” 2014. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd.

MLA Handbook (7th Edition):

Beju, D A. “Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:.” 2014. Web. 22 Nov 2019.

Vancouver:

Beju DA. Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd.

Council of Science Editors:

Beju DA. Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd


Delft University of Technology

5. Dracht, M.S. Horizontal distribution of concentrated loads in deep composite slabs: An analytical model validated by FEM calculations and laboratory testing:.

Degree: 2015, Delft University of Technology

 Composite steel-concrete floor slabs are a type of flooring that consists of a steel profiled deck, cast in-place concrete and steel reinforcement meshes in the… (more)

Subjects/Keywords: Composite

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dracht, M. S. (2015). Horizontal distribution of concentrated loads in deep composite slabs: An analytical model validated by FEM calculations and laboratory testing:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bd7d532c-17f9-4d7b-8ba5-aa71667b5bbc

Chicago Manual of Style (16th Edition):

Dracht, M S. “Horizontal distribution of concentrated loads in deep composite slabs: An analytical model validated by FEM calculations and laboratory testing:.” 2015. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:bd7d532c-17f9-4d7b-8ba5-aa71667b5bbc.

MLA Handbook (7th Edition):

Dracht, M S. “Horizontal distribution of concentrated loads in deep composite slabs: An analytical model validated by FEM calculations and laboratory testing:.” 2015. Web. 22 Nov 2019.

Vancouver:

Dracht MS. Horizontal distribution of concentrated loads in deep composite slabs: An analytical model validated by FEM calculations and laboratory testing:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:bd7d532c-17f9-4d7b-8ba5-aa71667b5bbc.

Council of Science Editors:

Dracht MS. Horizontal distribution of concentrated loads in deep composite slabs: An analytical model validated by FEM calculations and laboratory testing:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:bd7d532c-17f9-4d7b-8ba5-aa71667b5bbc


Delft University of Technology

6. Van der Burg, M.J.M. Plate buckling in design codes: the difference between NEN 6771 and NEN-EN 1993-1-5:.

Degree: 2011, Delft University of Technology

 Slender steel plates loaded in compression will buckle out of plane before their cross-sectional capacity is reached. Precisely determining the failure load in an analytical… (more)

Subjects/Keywords: plate buckling; plooi; design codes; normen; NEN6771; NEN 6771; NEN-EN 1993-1-5; Eurocode

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van der Burg, M. J. M. (2011). Plate buckling in design codes: the difference between NEN 6771 and NEN-EN 1993-1-5:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a642491a-3e90-41d6-a7e3-aacb8586a632

Chicago Manual of Style (16th Edition):

Van der Burg, M J M. “Plate buckling in design codes: the difference between NEN 6771 and NEN-EN 1993-1-5:.” 2011. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:a642491a-3e90-41d6-a7e3-aacb8586a632.

MLA Handbook (7th Edition):

Van der Burg, M J M. “Plate buckling in design codes: the difference between NEN 6771 and NEN-EN 1993-1-5:.” 2011. Web. 22 Nov 2019.

Vancouver:

Van der Burg MJM. Plate buckling in design codes: the difference between NEN 6771 and NEN-EN 1993-1-5:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:a642491a-3e90-41d6-a7e3-aacb8586a632.

Council of Science Editors:

Van der Burg MJM. Plate buckling in design codes: the difference between NEN 6771 and NEN-EN 1993-1-5:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:a642491a-3e90-41d6-a7e3-aacb8586a632


Delft University of Technology

7. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 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 Nov 22]. 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


Delft University of Technology

8. Joosten, S.K. Printing a stainless steel bridge: An exploration of structural properties of stainless steel additive manufactures for civil engineering purposes:.

Degree: 2015, Delft University of Technology

 The potential of additive manufacturing is great: highly complex and efficient structures can be manufactured with hardly any waste material. While high-tech industries such as… (more)

Subjects/Keywords: 3D printing; additive manufacturing; bridge; stainless steel; structural engineering; MX3D; GMAW; structural properties; columnar grains; welding; 308LSi; 316LSi

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Joosten, S. K. (2015). Printing a stainless steel bridge: An exploration of structural properties of stainless steel additive manufactures for civil engineering purposes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b4286867-9c1c-40c1-a738-cf28dd7b6de5

Chicago Manual of Style (16th Edition):

Joosten, S K. “Printing a stainless steel bridge: An exploration of structural properties of stainless steel additive manufactures for civil engineering purposes:.” 2015. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:b4286867-9c1c-40c1-a738-cf28dd7b6de5.

MLA Handbook (7th Edition):

Joosten, S K. “Printing a stainless steel bridge: An exploration of structural properties of stainless steel additive manufactures for civil engineering purposes:.” 2015. Web. 22 Nov 2019.

Vancouver:

Joosten SK. Printing a stainless steel bridge: An exploration of structural properties of stainless steel additive manufactures for civil engineering purposes:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:b4286867-9c1c-40c1-a738-cf28dd7b6de5.

Council of Science Editors:

Joosten SK. Printing a stainless steel bridge: An exploration of structural properties of stainless steel additive manufactures for civil engineering purposes:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b4286867-9c1c-40c1-a738-cf28dd7b6de5


Delft University of Technology

9. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 2019.

Vancouver:

Luo Y. Vibration and comfort analysis of steel composite pedestrian bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. 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


Delft University of Technology

10. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 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 Nov 22]. 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

11. Boom, I. Tensile-compression ring: A study for football stadia roof structures:.

Degree: 2012, Delft University of Technology

 Introduction A tensile-compression ring structure is derived from the spoke wheel principle. The general shape of the ground plan of a regular football stadium, which… (more)

Subjects/Keywords: tensile-compression ring; spoke wheel; stadium; roof structure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Boom, I. (2012). Tensile-compression ring: A study for football stadia roof structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ee02170c-93f9-4dae-8299-f47a49e45963

Chicago Manual of Style (16th Edition):

Boom, I. “Tensile-compression ring: A study for football stadia roof structures:.” 2012. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:ee02170c-93f9-4dae-8299-f47a49e45963.

MLA Handbook (7th Edition):

Boom, I. “Tensile-compression ring: A study for football stadia roof structures:.” 2012. Web. 22 Nov 2019.

Vancouver:

Boom I. Tensile-compression ring: A study for football stadia roof structures:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:ee02170c-93f9-4dae-8299-f47a49e45963.

Council of Science Editors:

Boom I. Tensile-compression ring: A study for football stadia roof structures:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:ee02170c-93f9-4dae-8299-f47a49e45963


Delft University of Technology

12. Van Straten, R.W. Feasibility study on fibre reinforced polymer slides in the Eastern Scheldt storm surge barrier:.

Degree: 2013, Delft University of Technology

 In this thesis a feasibility study is performed for the design of fibre reinforeed polymer (FRP-) slides to replace the steel slides in the Eastern… (more)

Subjects/Keywords: FRP; Eastern Scheldt barrier; storm surge barrier; FRP slides; lifting slides; fibre reinforced polymers; fiber reinforced polymers; VVK; vezel versterkt kunststof; composiet; kunststof; Oosterscheldekering; stormvloedkering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van Straten, R. W. (2013). Feasibility study on fibre reinforced polymer slides in the Eastern Scheldt storm surge barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6afcd54c-ce72-4282-a4f7-db2b1c6534bd

Chicago Manual of Style (16th Edition):

Van Straten, R W. “Feasibility study on fibre reinforced polymer slides in the Eastern Scheldt storm surge barrier:.” 2013. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:6afcd54c-ce72-4282-a4f7-db2b1c6534bd.

MLA Handbook (7th Edition):

Van Straten, R W. “Feasibility study on fibre reinforced polymer slides in the Eastern Scheldt storm surge barrier:.” 2013. Web. 22 Nov 2019.

Vancouver:

Van Straten RW. Feasibility study on fibre reinforced polymer slides in the Eastern Scheldt storm surge barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:6afcd54c-ce72-4282-a4f7-db2b1c6534bd.

Council of Science Editors:

Van Straten RW. Feasibility study on fibre reinforced polymer slides in the Eastern Scheldt storm surge barrier:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:6afcd54c-ce72-4282-a4f7-db2b1c6534bd


Delft University of Technology

13. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 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 Nov 22]. 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


Delft University of Technology

14. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 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 Nov 22]. 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

15. Perez Gomez, I.C. Dynamic Behaviour of Large Hydraulic Structures in FRP:.

Degree: 2014, Delft University of Technology

 The demand for the reduction of maintenance of structures especially those in marine environments is increasing and more is asked of structures in terms of… (more)

Subjects/Keywords: FRP; Composite; Hydraulic Structures; Dynamics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Perez Gomez, I. C. (2014). Dynamic Behaviour of Large Hydraulic Structures in FRP:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf

Chicago Manual of Style (16th Edition):

Perez Gomez, I C. “Dynamic Behaviour of Large Hydraulic Structures in FRP:.” 2014. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

MLA Handbook (7th Edition):

Perez Gomez, I C. “Dynamic Behaviour of Large Hydraulic Structures in FRP:.” 2014. Web. 22 Nov 2019.

Vancouver:

Perez Gomez IC. Dynamic Behaviour of Large Hydraulic Structures in FRP:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

Council of Science Editors:

Perez Gomez IC. Dynamic Behaviour of Large Hydraulic Structures in FRP:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf

16. De Boeck, J. Tensegrity bridges: Concept design of pedestrian bridges using tensegrity as load carrying system:.

Degree: 2013, Delft University of Technology

 Tensegrity corresponds to a structural principle consisting of strut and tie elements forming a 3D ensemble. The amazing, impressive and unusual character of tensegrities leads… (more)

Subjects/Keywords: tensegrity; bridge; pedestrian bridge; form finding; dynamics; prism; compression; tension

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

De Boeck, J. (2013). Tensegrity bridges: Concept design of pedestrian bridges using tensegrity as load carrying system:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bdab80b7-ed0e-4236-8e8f-74ff4ac75be5

Chicago Manual of Style (16th Edition):

De Boeck, J. “Tensegrity bridges: Concept design of pedestrian bridges using tensegrity as load carrying system:.” 2013. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:bdab80b7-ed0e-4236-8e8f-74ff4ac75be5.

MLA Handbook (7th Edition):

De Boeck, J. “Tensegrity bridges: Concept design of pedestrian bridges using tensegrity as load carrying system:.” 2013. Web. 22 Nov 2019.

Vancouver:

De Boeck J. Tensegrity bridges: Concept design of pedestrian bridges using tensegrity as load carrying system:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:bdab80b7-ed0e-4236-8e8f-74ff4ac75be5.

Council of Science Editors:

De Boeck J. Tensegrity bridges: Concept design of pedestrian bridges using tensegrity as load carrying system:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:bdab80b7-ed0e-4236-8e8f-74ff4ac75be5


Delft University of Technology

17. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 2019.

Vancouver:

Verweij JG. Cellular beam-columns in portal frame structures:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Nov 22]. 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

18. Van Es, S.H.J. Effect of TIG-dressing on fatigue strength and weld toe geometry of butt welded connections in high strength steel:.

Degree: 2012, Delft University of Technology

 When high strength steels are applicated in dynamically loaded structures, fatigue problems can arise. In most current design codes, the fatigue strength of high strength… (more)

Subjects/Keywords: TIG-dressing; geometry; tests; fatigue; radius; angle; improvement; butt; weld; high; strength; steel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van Es, S. H. J. (2012). Effect of TIG-dressing on fatigue strength and weld toe geometry of butt welded connections in high strength steel:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ca59ce6d-ab40-485d-a1a4-b659cd537554

Chicago Manual of Style (16th Edition):

Van Es, S H J. “Effect of TIG-dressing on fatigue strength and weld toe geometry of butt welded connections in high strength steel:.” 2012. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:ca59ce6d-ab40-485d-a1a4-b659cd537554.

MLA Handbook (7th Edition):

Van Es, S H J. “Effect of TIG-dressing on fatigue strength and weld toe geometry of butt welded connections in high strength steel:.” 2012. Web. 22 Nov 2019.

Vancouver:

Van Es SHJ. Effect of TIG-dressing on fatigue strength and weld toe geometry of butt welded connections in high strength steel:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:ca59ce6d-ab40-485d-a1a4-b659cd537554.

Council of Science Editors:

Van Es SHJ. Effect of TIG-dressing on fatigue strength and weld toe geometry of butt welded connections in high strength steel:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:ca59ce6d-ab40-485d-a1a4-b659cd537554


Delft University of Technology

19. Narain, N.J. The wear behaviour of arch bridge bearings:.

Degree: 2012, Delft University of Technology

 Structural bearings are connections between the substructure and superstructure of the bridge and may allow translations and rotations. They also transmit the external forces, acting… (more)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Narain, N. J. (2012). The wear behaviour of arch bridge bearings:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dd3c4fb1-2cf1-49a0-b389-a4950b0fe5b5

Chicago Manual of Style (16th Edition):

Narain, N J. “The wear behaviour of arch bridge bearings:.” 2012. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:dd3c4fb1-2cf1-49a0-b389-a4950b0fe5b5.

MLA Handbook (7th Edition):

Narain, N J. “The wear behaviour of arch bridge bearings:.” 2012. Web. 22 Nov 2019.

Vancouver:

Narain NJ. The wear behaviour of arch bridge bearings:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:dd3c4fb1-2cf1-49a0-b389-a4950b0fe5b5.

Council of Science Editors:

Narain NJ. The wear behaviour of arch bridge bearings:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:dd3c4fb1-2cf1-49a0-b389-a4950b0fe5b5


Delft University of Technology

20. Bos, V. Traffic induced bearing loads and movements of a steel plate-girder bridge.:.

Degree: 2011, Delft University of Technology

 Structural bearings in bridges are subjected to loads and movements, causing wear of bearing components as PTFE-sheets, guides and internal seals. Nowadays, these components are… (more)

Subjects/Keywords: Bearing; Wear; Plate-girder bridge

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bos, V. (2011). Traffic induced bearing loads and movements of a steel plate-girder bridge.:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499

Chicago Manual of Style (16th Edition):

Bos, V. “Traffic induced bearing loads and movements of a steel plate-girder bridge.:.” 2011. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499.

MLA Handbook (7th Edition):

Bos, V. “Traffic induced bearing loads and movements of a steel plate-girder bridge.:.” 2011. Web. 22 Nov 2019.

Vancouver:

Bos V. Traffic induced bearing loads and movements of a steel plate-girder bridge.:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499.

Council of Science Editors:

Bos V. Traffic induced bearing loads and movements of a steel plate-girder bridge.:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499


Delft University of Technology

21. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 2019.

Vancouver:

Yip T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. 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

22. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 2019.

Vancouver:

Belfroid S. Analysis of Pile-Concrete Connections in Near-Shore Applications:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. 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

23. Chrysafopoulos, D. Stress Intensity Factors for Fatigue Crack Growth Analysis:.

Degree: 2014, Delft University of Technology

 Fatigue loads and failures in metallic structures are a well-known technical problem. Commonly, the fatigue life of the steel elements is determined by an analytical… (more)

Subjects/Keywords: Finite Element; Fatigue; Stress Intensity Factor

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chrysafopoulos, D. (2014). Stress Intensity Factors for Fatigue Crack Growth Analysis:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f3c96702-a74d-4295-9806-e142b423f97a

Chicago Manual of Style (16th Edition):

Chrysafopoulos, D. “Stress Intensity Factors for Fatigue Crack Growth Analysis:.” 2014. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:f3c96702-a74d-4295-9806-e142b423f97a.

MLA Handbook (7th Edition):

Chrysafopoulos, D. “Stress Intensity Factors for Fatigue Crack Growth Analysis:.” 2014. Web. 22 Nov 2019.

Vancouver:

Chrysafopoulos D. Stress Intensity Factors for Fatigue Crack Growth Analysis:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:f3c96702-a74d-4295-9806-e142b423f97a.

Council of Science Editors:

Chrysafopoulos D. Stress Intensity Factors for Fatigue Crack Growth Analysis:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:f3c96702-a74d-4295-9806-e142b423f97a

24. Maier, S. Feasibility of Offshore Wind Substructures in Arctic Environments:.

Degree: 2015, Delft University of Technology

 Environmental research and in-situ measurements have shown that most regions of the Baltic Sea harnesses a large wind energy potential. The Finnish government has outlined… (more)

Subjects/Keywords: offshore wind foundation; ice loading; Bay of Bothnia; substructure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Maier, S. (2015). Feasibility of Offshore Wind Substructures in Arctic Environments:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:85ca45bd-ae50-4e8c-8819-687b4bd04fdf

Chicago Manual of Style (16th Edition):

Maier, S. “Feasibility of Offshore Wind Substructures in Arctic Environments:.” 2015. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:85ca45bd-ae50-4e8c-8819-687b4bd04fdf.

MLA Handbook (7th Edition):

Maier, S. “Feasibility of Offshore Wind Substructures in Arctic Environments:.” 2015. Web. 22 Nov 2019.

Vancouver:

Maier S. Feasibility of Offshore Wind Substructures in Arctic Environments:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:85ca45bd-ae50-4e8c-8819-687b4bd04fdf.

Council of Science Editors:

Maier S. Feasibility of Offshore Wind Substructures in Arctic Environments:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:85ca45bd-ae50-4e8c-8819-687b4bd04fdf

25. Van Kortenhof, B.M.I. Ontwerp gekromde roldeur Nieuwe Zeesluis IJmuiden:.

Degree: 2012, Delft University of Technology

 Door toename van omvang van de zeescheepvaart en door schaalvergroting in de zeevaart zal de zeetoegang IJmuiden over enkele jaren niet meer voldoen aan de… (more)

Subjects/Keywords: sluisdeur; gekromde roldeur; Nieuwe Zeesluis IJmuiden

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van Kortenhof, B. M. I. (2012). Ontwerp gekromde roldeur Nieuwe Zeesluis IJmuiden:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c92f83ff-68e3-4a59-a792-4021f69e0d1b

Chicago Manual of Style (16th Edition):

Van Kortenhof, B M I. “Ontwerp gekromde roldeur Nieuwe Zeesluis IJmuiden:.” 2012. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:c92f83ff-68e3-4a59-a792-4021f69e0d1b.

MLA Handbook (7th Edition):

Van Kortenhof, B M I. “Ontwerp gekromde roldeur Nieuwe Zeesluis IJmuiden:.” 2012. Web. 22 Nov 2019.

Vancouver:

Van Kortenhof BMI. Ontwerp gekromde roldeur Nieuwe Zeesluis IJmuiden:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:c92f83ff-68e3-4a59-a792-4021f69e0d1b.

Council of Science Editors:

Van Kortenhof BMI. Ontwerp gekromde roldeur Nieuwe Zeesluis IJmuiden:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:c92f83ff-68e3-4a59-a792-4021f69e0d1b

26. Anijs, M.A. Low Cycle Corrosion Fatigue in the North Sea Environment:.

Degree: 2013, Delft University of Technology

 Low cycle corrosion fatigue is an interesting issue in civil Engineering because it may effect the lifetime of structures in negative and unexpected ways. However,… (more)

Subjects/Keywords: Fatigue; Low Cycle; Environmental Cracking; Low Cycle Fatigue; Low Cycle Corrosion Fatigue; North Sea

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Anijs, M. A. (2013). Low Cycle Corrosion Fatigue in the North Sea Environment:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:058fd6c0-3df9-49ea-87ff-9004396f99dd

Chicago Manual of Style (16th Edition):

Anijs, M A. “Low Cycle Corrosion Fatigue in the North Sea Environment:.” 2013. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:058fd6c0-3df9-49ea-87ff-9004396f99dd.

MLA Handbook (7th Edition):

Anijs, M A. “Low Cycle Corrosion Fatigue in the North Sea Environment:.” 2013. Web. 22 Nov 2019.

Vancouver:

Anijs MA. Low Cycle Corrosion Fatigue in the North Sea Environment:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:058fd6c0-3df9-49ea-87ff-9004396f99dd.

Council of Science Editors:

Anijs MA. Low Cycle Corrosion Fatigue in the North Sea Environment:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:058fd6c0-3df9-49ea-87ff-9004396f99dd

27. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 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 Nov 22]. 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

28. Pueppke, N.B. Buckling Behavior of Spirally Welded Steel Tubes:.

Degree: 2014, Delft University of Technology

 This report deals with the buckling behavior of spirally welded steel tubes. First, an existing analytical solution and the results of an extended experimental investigation… (more)

Subjects/Keywords: buckling; shell; tube; pipe

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pueppke, N. B. (2014). Buckling Behavior of Spirally Welded Steel Tubes:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d0791b9a-aad0-4cf0-8529-574a32c70023

Chicago Manual of Style (16th Edition):

Pueppke, N B. “Buckling Behavior of Spirally Welded Steel Tubes:.” 2014. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:d0791b9a-aad0-4cf0-8529-574a32c70023.

MLA Handbook (7th Edition):

Pueppke, N B. “Buckling Behavior of Spirally Welded Steel Tubes:.” 2014. Web. 22 Nov 2019.

Vancouver:

Pueppke NB. Buckling Behavior of Spirally Welded Steel Tubes:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:d0791b9a-aad0-4cf0-8529-574a32c70023.

Council of Science Editors:

Pueppke NB. Buckling Behavior of Spirally Welded Steel Tubes:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:d0791b9a-aad0-4cf0-8529-574a32c70023

29. Welsink, M.W.J. Adaptation of the Hollandsche IJssel storm surge barrier:.

Degree: 2013, Delft University of Technology

 The storm surge barrier and levees located in the Hollandsche IJssel do not fulfill the current safety standards according to the third nationwide safety assessment.… (more)

Subjects/Keywords: storm surge barrier; salt intrusion; Hollandsche IJssel; sea level rise; assessment; primaire waterkering; stormvloedkering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Welsink, M. W. J. (2013). Adaptation of the Hollandsche IJssel storm surge barrier:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:38b16f7d-3350-4e9d-b963-a69febd2714a

Chicago Manual of Style (16th Edition):

Welsink, M W J. “Adaptation of the Hollandsche IJssel storm surge barrier:.” 2013. Masters Thesis, Delft University of Technology. Accessed November 22, 2019. http://resolver.tudelft.nl/uuid:38b16f7d-3350-4e9d-b963-a69febd2714a.

MLA Handbook (7th Edition):

Welsink, M W J. “Adaptation of the Hollandsche IJssel storm surge barrier:.” 2013. Web. 22 Nov 2019.

Vancouver:

Welsink MWJ. Adaptation of the Hollandsche IJssel storm surge barrier:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Nov 22]. Available from: http://resolver.tudelft.nl/uuid:38b16f7d-3350-4e9d-b963-a69febd2714a.

Council of Science Editors:

Welsink MWJ. Adaptation of the Hollandsche IJssel storm surge barrier:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:38b16f7d-3350-4e9d-b963-a69febd2714a

30. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 November 22, 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. 22 Nov 2019.

Vancouver:

Wiersum R. Brandwerendheid van slanke stalen plaatliggers in industriehallen:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Nov 22]. 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

[1] [2] [3]

.