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:("Hendriks, Max"). Showing records 1 – 30 of 79 total matches.

[1] [2] [3]

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Delft University of Technology

1. Nijs, Kalle (author). Finite element implementation of the Ishikawa concrete drying shrinkage model.

Degree: 2017, Delft University of Technology

 The Ishikawa concrete drying shrinkage model is a new computational model which simulates drying shrinkage behavior based on the theory of capillary pore pressure, a… (more)

Subjects/Keywords: finite element analysis; concrete drying shrinkage; user supplied subroutine; material model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nijs, K. (. (2017). Finite element implementation of the Ishikawa concrete drying shrinkage model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b2553cea-3d85-4439-b669-d965a246353d

Chicago Manual of Style (16th Edition):

Nijs, Kalle (author). “Finite element implementation of the Ishikawa concrete drying shrinkage model.” 2017. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:b2553cea-3d85-4439-b669-d965a246353d.

MLA Handbook (7th Edition):

Nijs, Kalle (author). “Finite element implementation of the Ishikawa concrete drying shrinkage model.” 2017. Web. 01 Oct 2020.

Vancouver:

Nijs K(. Finite element implementation of the Ishikawa concrete drying shrinkage model. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:b2553cea-3d85-4439-b669-d965a246353d.

Council of Science Editors:

Nijs K(. Finite element implementation of the Ishikawa concrete drying shrinkage model. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:b2553cea-3d85-4439-b669-d965a246353d


Delft University of Technology

2. Sugianto, Andrew (author). Evaluating strut-and-tie models for concrete elements by nonlinear finite element analysis.

Degree: 2019, Delft University of Technology

The strut-and-tie method (STM) has been acknowledged as one of the most reliable tools for designing discontinuity regions in structural concrete. It is capable of… (more)

Subjects/Keywords: Strut-and-Tie model; Nonlinear finite element analysis; concrete element; deep beam; dapped beam

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sugianto, A. (. (2019). Evaluating strut-and-tie models for concrete elements by nonlinear finite element analysis. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f12eb26a-b2be-4d65-9618-d535275a57f2

Chicago Manual of Style (16th Edition):

Sugianto, Andrew (author). “Evaluating strut-and-tie models for concrete elements by nonlinear finite element analysis.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:f12eb26a-b2be-4d65-9618-d535275a57f2.

MLA Handbook (7th Edition):

Sugianto, Andrew (author). “Evaluating strut-and-tie models for concrete elements by nonlinear finite element analysis.” 2019. Web. 01 Oct 2020.

Vancouver:

Sugianto A(. Evaluating strut-and-tie models for concrete elements by nonlinear finite element analysis. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:f12eb26a-b2be-4d65-9618-d535275a57f2.

Council of Science Editors:

Sugianto A(. Evaluating strut-and-tie models for concrete elements by nonlinear finite element analysis. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:f12eb26a-b2be-4d65-9618-d535275a57f2


Delft University of Technology

3. Zhou, Yanxin (author). Validation of Nonlinear Finite Element Analysis on Reinforced Concrete Slab under Concentrated Out-of-plane Load Combined with Uniaxial In-plane Load Based on Case Study.

Degree: 2018, Delft University of Technology

 Finite element analysis is becoming a popular tool for engineers recently. Nonlinear finite element analysis is more advanced due to that it can deal with… (more)

Subjects/Keywords: Nonlinear finite element analysis; Reinforced concrete slab; Shear Behaviour; In-plane loaded slabs

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhou, Y. (. (2018). Validation of Nonlinear Finite Element Analysis on Reinforced Concrete Slab under Concentrated Out-of-plane Load Combined with Uniaxial In-plane Load Based on Case Study. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a39d16ba-22a5-4b2b-8434-079dcd7c6c54

Chicago Manual of Style (16th Edition):

Zhou, Yanxin (author). “Validation of Nonlinear Finite Element Analysis on Reinforced Concrete Slab under Concentrated Out-of-plane Load Combined with Uniaxial In-plane Load Based on Case Study.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:a39d16ba-22a5-4b2b-8434-079dcd7c6c54.

MLA Handbook (7th Edition):

Zhou, Yanxin (author). “Validation of Nonlinear Finite Element Analysis on Reinforced Concrete Slab under Concentrated Out-of-plane Load Combined with Uniaxial In-plane Load Based on Case Study.” 2018. Web. 01 Oct 2020.

Vancouver:

Zhou Y(. Validation of Nonlinear Finite Element Analysis on Reinforced Concrete Slab under Concentrated Out-of-plane Load Combined with Uniaxial In-plane Load Based on Case Study. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:a39d16ba-22a5-4b2b-8434-079dcd7c6c54.

Council of Science Editors:

Zhou Y(. Validation of Nonlinear Finite Element Analysis on Reinforced Concrete Slab under Concentrated Out-of-plane Load Combined with Uniaxial In-plane Load Based on Case Study. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:a39d16ba-22a5-4b2b-8434-079dcd7c6c54


Delft University of Technology

4. CHEN, Xin (author). Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis.

Degree: 2017, Delft University of Technology

 Bridges with different geometrical configurations have been searched with linear finite element analysis. The aim is to find the position and value of critical proof… (more)

Subjects/Keywords: Proof Load Testing; Finite Element Analysis; Concrete Bridge

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

CHEN, X. (. (2017). Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3

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

Chicago Manual of Style (16th Edition):

CHEN, Xin (author). “Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis.” 2017. Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3.

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

MLA Handbook (7th Edition):

CHEN, Xin (author). “Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis.” 2017. Web. 01 Oct 2020.

Vancouver:

CHEN X(. Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3.

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

Council of Science Editors:

CHEN X(. Critical Proof Load for Proof Load Testing of Concrete Bridges based on Scripted FEM Analysis. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3

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


Delft University of Technology

5. Vithalkar, Arjun (author). Analytical study on shear behavior of composite concrete slab.

Degree: 2018, Delft University of Technology

 Concrete is used significantly in many structures since, the last few centuries. The need to maximize the concrete strength and utilize it's complete potential is… (more)

Subjects/Keywords: Shear Strength; Interface; composite structure; Analytical approach

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vithalkar, A. (. (2018). Analytical study on shear behavior of composite concrete slab. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7

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

Chicago Manual of Style (16th Edition):

Vithalkar, Arjun (author). “Analytical study on shear behavior of composite concrete slab.” 2018. Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7.

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

MLA Handbook (7th Edition):

Vithalkar, Arjun (author). “Analytical study on shear behavior of composite concrete slab.” 2018. Web. 01 Oct 2020.

Vancouver:

Vithalkar A(. Analytical study on shear behavior of composite concrete slab. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7.

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

Council of Science Editors:

Vithalkar A(. Analytical study on shear behavior of composite concrete slab. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7

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


Delft University of Technology

6. Sun, Yubo (author). Investigation on the attenuation trend of Acoustic Emission in reinforced concrete structures.

Degree: 2018, Delft University of Technology

Considered as an effective real-time monitoring tool, Acoustic Emission (AE) measurements is a promising technology for reinforced concrete (RC) structures. However, its application on real… (more)

Subjects/Keywords: Acoustic emission; Reinforced Concrete structures; Cumulative Signal Strength; Attenuation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sun, Y. (. (2018). Investigation on the attenuation trend of Acoustic Emission in reinforced concrete structures. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9289baba-3245-4b79-b9be-ceee755fbc31

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

Chicago Manual of Style (16th Edition):

Sun, Yubo (author). “Investigation on the attenuation trend of Acoustic Emission in reinforced concrete structures.” 2018. Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:9289baba-3245-4b79-b9be-ceee755fbc31.

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

MLA Handbook (7th Edition):

Sun, Yubo (author). “Investigation on the attenuation trend of Acoustic Emission in reinforced concrete structures.” 2018. Web. 01 Oct 2020.

Vancouver:

Sun Y(. Investigation on the attenuation trend of Acoustic Emission in reinforced concrete structures. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:9289baba-3245-4b79-b9be-ceee755fbc31.

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

Council of Science Editors:

Sun Y(. Investigation on the attenuation trend of Acoustic Emission in reinforced concrete structures. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:9289baba-3245-4b79-b9be-ceee755fbc31

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


Delft University of Technology

7. Bhattarai, Suman (author). Reliability Analysis And Safety Assessments of Structural Wall with Nonlinear Finite Element Analyses.

Degree: 2017, Delft University of Technology

 Inclusion of safety formats method in nonlinear finite element analysis of a structure is beneficial to realize the safe and real behavior of structures. In… (more)

Subjects/Keywords: reliability analysis; safety assessments; nonlinear finite element analysis; modelling uncertainty

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bhattarai, S. (. (2017). Reliability Analysis And Safety Assessments of Structural Wall with Nonlinear Finite Element Analyses. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ff383419-6800-4f06-9812-6da9499a3bc0

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

Chicago Manual of Style (16th Edition):

Bhattarai, Suman (author). “Reliability Analysis And Safety Assessments of Structural Wall with Nonlinear Finite Element Analyses.” 2017. Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:ff383419-6800-4f06-9812-6da9499a3bc0.

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

MLA Handbook (7th Edition):

Bhattarai, Suman (author). “Reliability Analysis And Safety Assessments of Structural Wall with Nonlinear Finite Element Analyses.” 2017. Web. 01 Oct 2020.

Vancouver:

Bhattarai S(. Reliability Analysis And Safety Assessments of Structural Wall with Nonlinear Finite Element Analyses. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:ff383419-6800-4f06-9812-6da9499a3bc0.

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

Council of Science Editors:

Bhattarai S(. Reliability Analysis And Safety Assessments of Structural Wall with Nonlinear Finite Element Analyses. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:ff383419-6800-4f06-9812-6da9499a3bc0

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


Delft University of Technology

8. Kisoensingh, Prishilla (author). Secondary Bending Stresses in High-Strength Hollow Section Joints.

Degree: 2019, Delft University of Technology

The interest in high strength steel (HSS) shows an increasing trend mainly due to its high yield strength, low weight to strength ratio, decreasing costs… (more)

Subjects/Keywords: Rectangular hollow section; High-strength steels; Ultimate load; secondary bending stress; material reduction factors; yield line

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kisoensingh, P. (. (2019). Secondary Bending Stresses in High-Strength Hollow Section Joints. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ad4acf33-8ab2-4a8e-9945-49fda187bd29

Chicago Manual of Style (16th Edition):

Kisoensingh, Prishilla (author). “Secondary Bending Stresses in High-Strength Hollow Section Joints.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:ad4acf33-8ab2-4a8e-9945-49fda187bd29.

MLA Handbook (7th Edition):

Kisoensingh, Prishilla (author). “Secondary Bending Stresses in High-Strength Hollow Section Joints.” 2019. Web. 01 Oct 2020.

Vancouver:

Kisoensingh P(. Secondary Bending Stresses in High-Strength Hollow Section Joints. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:ad4acf33-8ab2-4a8e-9945-49fda187bd29.

Council of Science Editors:

Kisoensingh P(. Secondary Bending Stresses in High-Strength Hollow Section Joints. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:ad4acf33-8ab2-4a8e-9945-49fda187bd29


Delft University of Technology

9. Zhou, Yanxin (author). A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment.

Degree: 2017, Delft University of Technology

The application of non-linear finite element analysis is important nowadays to simulate the real behavior of structure. A sort of non-linear finite element analysis with… (more)

Subjects/Keywords: Non-Linear Finite Element Analysis; Reinforced concrete; safety assessment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhou, Y. (. (2017). A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34

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

Chicago Manual of Style (16th Edition):

Zhou, Yanxin (author). “A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment.” 2017. Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34.

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

MLA Handbook (7th Edition):

Zhou, Yanxin (author). “A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment.” 2017. Web. 01 Oct 2020.

Vancouver:

Zhou Y(. A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34.

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

Council of Science Editors:

Zhou Y(. A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34

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


Delft University of Technology

10. Zarate Garnica, Gabriela (author). Assessment of crack kinematics in concrete beams using digital image correlation.

Degree: 2018, Delft University of Technology

Digital Image Correlation analysis is performed to obtain measurements of the crack kinematics of four reinforced concrete beams without shear reinforcement. The results are used… (more)

Subjects/Keywords: Digital Image Correlation; Shear capacity; Critical Shear Displacement; Reinforced concrete beams

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zarate Garnica, G. (. (2018). Assessment of crack kinematics in concrete beams using digital image correlation. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6

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

Chicago Manual of Style (16th Edition):

Zarate Garnica, Gabriela (author). “Assessment of crack kinematics in concrete beams using digital image correlation.” 2018. Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6.

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

MLA Handbook (7th Edition):

Zarate Garnica, Gabriela (author). “Assessment of crack kinematics in concrete beams using digital image correlation.” 2018. Web. 01 Oct 2020.

Vancouver:

Zarate Garnica G(. Assessment of crack kinematics in concrete beams using digital image correlation. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6.

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

Council of Science Editors:

Zarate Garnica G(. Assessment of crack kinematics in concrete beams using digital image correlation. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6

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


Delft University of Technology

11. Verschuur, Richard (author). Effective concrete tension zone: Comparison of the effective concrete tension zone between finite element models using DIANA and Eurocode 2 and Jones method.

Degree: 2018, Delft University of Technology

 This Master Thesis is about the comparison of the effective concrete tension zone height determined with either finite element models using DIANA or Eurocode 2… (more)

Subjects/Keywords: Effective concrete tension zone; Crack width; Finite Element modelling; Eurocode 2; Jones Method

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Verschuur, R. (. (2018). Effective concrete tension zone: Comparison of the effective concrete tension zone between finite element models using DIANA and Eurocode 2 and Jones method. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e3c7f4f2-bad7-4f1a-9a3c-6e596e966a60

Chicago Manual of Style (16th Edition):

Verschuur, Richard (author). “Effective concrete tension zone: Comparison of the effective concrete tension zone between finite element models using DIANA and Eurocode 2 and Jones method.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:e3c7f4f2-bad7-4f1a-9a3c-6e596e966a60.

MLA Handbook (7th Edition):

Verschuur, Richard (author). “Effective concrete tension zone: Comparison of the effective concrete tension zone between finite element models using DIANA and Eurocode 2 and Jones method.” 2018. Web. 01 Oct 2020.

Vancouver:

Verschuur R(. Effective concrete tension zone: Comparison of the effective concrete tension zone between finite element models using DIANA and Eurocode 2 and Jones method. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:e3c7f4f2-bad7-4f1a-9a3c-6e596e966a60.

Council of Science Editors:

Verschuur R(. Effective concrete tension zone: Comparison of the effective concrete tension zone between finite element models using DIANA and Eurocode 2 and Jones method. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:e3c7f4f2-bad7-4f1a-9a3c-6e596e966a60


Delft University of Technology

12. Maheninggalih, Girindra (author). A demountable structural system of multi-story building: Case study of car park building.

Degree: 2017, Delft University of Technology

 The growth of world population will be the challenge of the century regarding the carbon footprints. The human activities produce both direct and indirect carbon… (more)

Subjects/Keywords: Demountable structure; Sustainability; Beam-column connection; steel structures; structural engineering; column-splice connection; composite beam

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Maheninggalih, G. (. (2017). A demountable structural system of multi-story building: Case study of car park building. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4b8bab58-9e13-46de-84db-ed3b3109b866

Chicago Manual of Style (16th Edition):

Maheninggalih, Girindra (author). “A demountable structural system of multi-story building: Case study of car park building.” 2017. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:4b8bab58-9e13-46de-84db-ed3b3109b866.

MLA Handbook (7th Edition):

Maheninggalih, Girindra (author). “A demountable structural system of multi-story building: Case study of car park building.” 2017. Web. 01 Oct 2020.

Vancouver:

Maheninggalih G(. A demountable structural system of multi-story building: Case study of car park building. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:4b8bab58-9e13-46de-84db-ed3b3109b866.

Council of Science Editors:

Maheninggalih G(. A demountable structural system of multi-story building: Case study of car park building. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:4b8bab58-9e13-46de-84db-ed3b3109b866


Delft University of Technology

13. Sonnema, Wouter (author). 3D FE analysis of four legged jack-up vessels during preloading in cohesive soil.

Degree: 2019, Delft University of Technology

 Since the exploitation of wind as a renewable energy resource, jack-up vessels equipped with more than three independent legs are increasingly employed to transport and… (more)

Subjects/Keywords: Jack-up; preload; cohesive soil; finite element analysis; Offshore Wind; aeolus; spudcan; viscous effects

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sonnema, W. (. (2019). 3D FE analysis of four legged jack-up vessels during preloading in cohesive soil. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:beebbfd0-2a92-495a-b882-d84041fe5c50

Chicago Manual of Style (16th Edition):

Sonnema, Wouter (author). “3D FE analysis of four legged jack-up vessels during preloading in cohesive soil.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:beebbfd0-2a92-495a-b882-d84041fe5c50.

MLA Handbook (7th Edition):

Sonnema, Wouter (author). “3D FE analysis of four legged jack-up vessels during preloading in cohesive soil.” 2019. Web. 01 Oct 2020.

Vancouver:

Sonnema W(. 3D FE analysis of four legged jack-up vessels during preloading in cohesive soil. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:beebbfd0-2a92-495a-b882-d84041fe5c50.

Council of Science Editors:

Sonnema W(. 3D FE analysis of four legged jack-up vessels during preloading in cohesive soil. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:beebbfd0-2a92-495a-b882-d84041fe5c50


Delft University of Technology

14. van Gemeren, Wouter (author). Optimization of steel plate girders in bending: Using FEM-analyses on S690 and S890 steel plate girders.

Degree: 2019, Delft University of Technology

 A parametric study, using the FEM-software package ABAQUS, validated on experimental results found by Abspoel, was conducted on S690 steel plate girders to address if… (more)

Subjects/Keywords: Steel Plate girders; optimization; bending moment capacity; plate buckling; Slender plate girders

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

van Gemeren, W. (. (2019). Optimization of steel plate girders in bending: Using FEM-analyses on S690 and S890 steel plate girders. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:45de7f7d-6ebe-4b98-b370-f0b79e08eca8

Chicago Manual of Style (16th Edition):

van Gemeren, Wouter (author). “Optimization of steel plate girders in bending: Using FEM-analyses on S690 and S890 steel plate girders.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:45de7f7d-6ebe-4b98-b370-f0b79e08eca8.

MLA Handbook (7th Edition):

van Gemeren, Wouter (author). “Optimization of steel plate girders in bending: Using FEM-analyses on S690 and S890 steel plate girders.” 2019. Web. 01 Oct 2020.

Vancouver:

van Gemeren W(. Optimization of steel plate girders in bending: Using FEM-analyses on S690 and S890 steel plate girders. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:45de7f7d-6ebe-4b98-b370-f0b79e08eca8.

Council of Science Editors:

van Gemeren W(. Optimization of steel plate girders in bending: Using FEM-analyses on S690 and S890 steel plate girders. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:45de7f7d-6ebe-4b98-b370-f0b79e08eca8


Delft University of Technology

15. Teshome, Tihitina Tilahun (author). Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.

Degree: 2019, Delft University of Technology

 The aim of this thesis project is to investigate the model uncertainty of non-linear finite element analysis of reinforced concrete structures at ultimate limit state… (more)

Subjects/Keywords: Non-Linear Finite Element Analysis; model uncertainty; Reinforced Concrete structures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Teshome, T. T. (. (2019). Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

Chicago Manual of Style (16th Edition):

Teshome, Tihitina Tilahun (author). “Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0.

MLA Handbook (7th Edition):

Teshome, Tihitina Tilahun (author). “Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.” 2019. Web. 01 Oct 2020.

Vancouver:

Teshome TT(. Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0.

Council of Science Editors:

Teshome TT(. Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0


Delft University of Technology

16. Dolron, Pieter (author). An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses.

Degree: 2018, Delft University of Technology

In order to perform a reassessment of existing structures or design new structures in a more efficient and economical way non-linear finite element (NLFE) models… (more)

Subjects/Keywords: non-Linear Finite Element Analysis; safety formats; safety assessment; first order reliability method; FORM; response surface; NLFEA; Model Code 2010; Eurocode 2

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dolron, P. (. (2018). An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2

Chicago Manual of Style (16th Edition):

Dolron, Pieter (author). “An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2.

MLA Handbook (7th Edition):

Dolron, Pieter (author). “An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses.” 2018. Web. 01 Oct 2020.

Vancouver:

Dolron P(. An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2.

Council of Science Editors:

Dolron P(. An evaluation of safety assessment methods for a reinforced concrete frame using non-linear finite element analyses. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2


Delft University of Technology

17. Andrew Sugianto, ANDREW (author). Numerical Investigation into Size Effect on Prestressed Concrete Beam Resistance to Shear Tension Cracking.

Degree: 2019, Delft University of Technology

 In the past, many researches on the topic of size effect on concrete structures were mainly focused on the phenomenon of size effect in flexural… (more)

Subjects/Keywords: size effect; prestressed concrete; shear tension cracking; Numerical Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Andrew Sugianto, A. (. (2019). Numerical Investigation into Size Effect on Prestressed Concrete Beam Resistance to Shear Tension Cracking. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a61fb704-7c73-410a-b3c6-aab65b9cb2e2

Chicago Manual of Style (16th Edition):

Andrew Sugianto, ANDREW (author). “Numerical Investigation into Size Effect on Prestressed Concrete Beam Resistance to Shear Tension Cracking.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:a61fb704-7c73-410a-b3c6-aab65b9cb2e2.

MLA Handbook (7th Edition):

Andrew Sugianto, ANDREW (author). “Numerical Investigation into Size Effect on Prestressed Concrete Beam Resistance to Shear Tension Cracking.” 2019. Web. 01 Oct 2020.

Vancouver:

Andrew Sugianto A(. Numerical Investigation into Size Effect on Prestressed Concrete Beam Resistance to Shear Tension Cracking. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:a61fb704-7c73-410a-b3c6-aab65b9cb2e2.

Council of Science Editors:

Andrew Sugianto A(. Numerical Investigation into Size Effect on Prestressed Concrete Beam Resistance to Shear Tension Cracking. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a61fb704-7c73-410a-b3c6-aab65b9cb2e2


Delft University of Technology

18. De Marco, Andrea (author). Application of Evolutionary Structural Optimization to Reinforced Concrete Structures.

Degree: 2018, Delft University of Technology

 The present thesis has the objective to create a procedure for the automatic preliminary design of reinforced concrete structures, based on the Evolutionary Structural Optimization… (more)

Subjects/Keywords: Evolutionary Structural Optimization; Bi-directional Evolutionary Structural Optimization; Computational Optimization; Topology Optimization; Structural Optimization; Heuristic Optimization; ESO; BESO; Optimization Algorithm; Optimization Procedure; Reinforced Concrete Structures; Reinforced Concrete Design; Reinforced Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

De Marco, A. (. (2018). Application of Evolutionary Structural Optimization to Reinforced Concrete Structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148

Chicago Manual of Style (16th Edition):

De Marco, Andrea (author). “Application of Evolutionary Structural Optimization to Reinforced Concrete Structures.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148.

MLA Handbook (7th Edition):

De Marco, Andrea (author). “Application of Evolutionary Structural Optimization to Reinforced Concrete Structures.” 2018. Web. 01 Oct 2020.

Vancouver:

De Marco A(. Application of Evolutionary Structural Optimization to Reinforced Concrete Structures. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148.

Council of Science Editors:

De Marco A(. Application of Evolutionary Structural Optimization to Reinforced Concrete Structures. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148


Delft University of Technology

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

Degree: 2019, Delft University of Technology

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Argudo Sanchez, Geovanny (author). “Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52.

MLA Handbook (7th Edition):

Argudo Sanchez, Geovanny (author). “Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams.” 2019. Web. 01 Oct 2020.

Vancouver:

Argudo Sanchez G(. Generation and Evaluation of Truss Structures for the Strut-and-Tie Model. Based on Topology Optimization Results for Deep Concrete Beams. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52.

Council of Science Editors:

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


Delft University of Technology

20. Tuitjer, Mathijs (author). Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members.

Degree: 2019, Delft University of Technology

 Shear tension failure in thin-webbed prestressed concrete elements is yet to be predicted in an accurate manner. The analytical method uses assumptions to simplify the… (more)

Subjects/Keywords: Non-Linear Finite Element Analysis; shear tension cracking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tuitjer, M. (. (2019). Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e

Chicago Manual of Style (16th Edition):

Tuitjer, Mathijs (author). “Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e.

MLA Handbook (7th Edition):

Tuitjer, Mathijs (author). “Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members.” 2019. Web. 01 Oct 2020.

Vancouver:

Tuitjer M(. Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e.

Council of Science Editors:

Tuitjer M(. Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e


Delft University of Technology

21. Danks, Brigitte (author). Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading.

Degree: 2019, Delft University of Technology

 The aim of this thesis was to objectively and quantitatively assess the accuracy and robustness of two-dimensional sequentially linear analysis (SLA) in comparison to nonlinear… (more)

Subjects/Keywords: Sequentially; linear; analysis; finite; element; non-proportional; loading; reinforced; concrete; structures; accuracy; robustness; objective; validation; DIANA

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Danks, B. (. (2019). Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d

Chicago Manual of Style (16th Edition):

Danks, Brigitte (author). “Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d.

MLA Handbook (7th Edition):

Danks, Brigitte (author). “Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading.” 2019. Web. 01 Oct 2020.

Vancouver:

Danks B(. Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d.

Council of Science Editors:

Danks B(. Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d


Delft University of Technology

22. Yang, Boyuan (author). Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems.

Degree: 2019, Delft University of Technology

 In finite element analysis, nonlinear time-history analysis is a realistic and accurate analysis type for dynamic or seismic analysis due to its solutions contain wealthy… (more)

Subjects/Keywords: Finite Element Analysis; DIANA FEA; Direct time integration; Implicit method; Explicit method; Nonlinear Dynamics; Masonry material

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yang, B. (. (2019). Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4

Chicago Manual of Style (16th Edition):

Yang, Boyuan (author). “Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4.

MLA Handbook (7th Edition):

Yang, Boyuan (author). “Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems.” 2019. Web. 01 Oct 2020.

Vancouver:

Yang B(. Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4.

Council of Science Editors:

Yang B(. Comparisons of implicit and explicit time integration methods in finite element analysis for linear elastic material and quasi-brittle material in dynamic problems. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4


Delft University of Technology

23. van der Wateren, Maarten (author). The possibilities of Hybrid steel-FRP bridges in movable highway spans.

Degree: 2019, Delft University of Technology

The increasing number of vehicles does not stop, axle loads get higher and wheel contact surfaces have decreased causing bridges to show significant fatigue damage.… (more)

Subjects/Keywords: Hybrid deck; Orthotropic steel deck; Sandwich panel; Fibre Reinforced Polymers; Fatigue resistance; Parametric Design

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

van der Wateren, M. (. (2019). The possibilities of Hybrid steel-FRP bridges in movable highway spans. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5b3cd9c8-3b09-405f-90e1-940d7df934ee

Chicago Manual of Style (16th Edition):

van der Wateren, Maarten (author). “The possibilities of Hybrid steel-FRP bridges in movable highway spans.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:5b3cd9c8-3b09-405f-90e1-940d7df934ee.

MLA Handbook (7th Edition):

van der Wateren, Maarten (author). “The possibilities of Hybrid steel-FRP bridges in movable highway spans.” 2019. Web. 01 Oct 2020.

Vancouver:

van der Wateren M(. The possibilities of Hybrid steel-FRP bridges in movable highway spans. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:5b3cd9c8-3b09-405f-90e1-940d7df934ee.

Council of Science Editors:

van der Wateren M(. The possibilities of Hybrid steel-FRP bridges in movable highway spans. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:5b3cd9c8-3b09-405f-90e1-940d7df934ee


Delft University of Technology

24. Meiring, Cynthia (author). Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components.

Degree: 2018, Delft University of Technology

 The unreinforced masonry construction of Dutch terraced houses in Groningen is prone to lateral earthquake loading. To analyse the capacity of these houses, the faculty… (more)

Subjects/Keywords: Sequentially Linear Analysis; Masonry; Brittle behaviour; Numerical modelling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Meiring, C. (. (2018). Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54

Chicago Manual of Style (16th Edition):

Meiring, Cynthia (author). “Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54.

MLA Handbook (7th Edition):

Meiring, Cynthia (author). “Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components.” 2018. Web. 01 Oct 2020.

Vancouver:

Meiring C(. Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54.

Council of Science Editors:

Meiring C(. Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54


Delft University of Technology

25. Koning, Laetitia (author). Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level.

Degree: 2018, Delft University of Technology

Rapid developments of both new (digital) fabrication techniques and innovative software facilitate the possibility to design, check and construct objects with great complexity and uniqueness… (more)

Subjects/Keywords: Digital Fabrication; cnc milling; Interlocking joint; Japanese connections; Gridshell; notched members; timber; bridge; machine learning; optimisation; free-form; reciprocal; lap joint

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Koning, L. (. (2018). Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc

Chicago Manual of Style (16th Edition):

Koning, Laetitia (author). “Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc.

MLA Handbook (7th Edition):

Koning, Laetitia (author). “Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level.” 2018. Web. 01 Oct 2020.

Vancouver:

Koning L(. Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc.

Council of Science Editors:

Koning L(. Digital Fabrication of a Timber Bridge: Design, optimisation, fabrication and testing at global and connection level. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc


Delft University of Technology

26. Dhanmeher, Saurabh (author). Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures.

Degree: 2017, Delft University of Technology

 Uncertainties regarding structural safety of reinforced concrete structures may warrant a need for a detailed assessment. A detailed assessment using nonlinear finite element analysis is… (more)

Subjects/Keywords: finite element simulation; Crack pattern observation; reinforced concrete structures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dhanmeher, S. (. (2017). Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132

Chicago Manual of Style (16th Edition):

Dhanmeher, Saurabh (author). “Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures.” 2017. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132.

MLA Handbook (7th Edition):

Dhanmeher, Saurabh (author). “Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures.” 2017. Web. 01 Oct 2020.

Vancouver:

Dhanmeher S(. Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132.

Council of Science Editors:

Dhanmeher S(. Crack pattern observations to finite element simulation: An exploratory study for detailed assessment of reinforced concrete structures. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132


Delft University of Technology

27. Rikeros Orozco, Daniel (author). Fatigue assessment of rail track detail on movable bridge in Estonia based on 2D/3D Finite Element Modelling using hot-spot stresses.

Degree: 2019, Delft University of Technology

There are several methods to perform fatigue assessment as described by the Eurocode 3 and the International Institute of Welding (IIW). The codes establish the… (more)

Subjects/Keywords: Hot spot stress; Fatigue; Finite Element Modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rikeros Orozco, D. (. (2019). Fatigue assessment of rail track detail on movable bridge in Estonia based on 2D/3D Finite Element Modelling using hot-spot stresses. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1152231f-3a92-4f04-b121-97734da273d0

Chicago Manual of Style (16th Edition):

Rikeros Orozco, Daniel (author). “Fatigue assessment of rail track detail on movable bridge in Estonia based on 2D/3D Finite Element Modelling using hot-spot stresses.” 2019. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:1152231f-3a92-4f04-b121-97734da273d0.

MLA Handbook (7th Edition):

Rikeros Orozco, Daniel (author). “Fatigue assessment of rail track detail on movable bridge in Estonia based on 2D/3D Finite Element Modelling using hot-spot stresses.” 2019. Web. 01 Oct 2020.

Vancouver:

Rikeros Orozco D(. Fatigue assessment of rail track detail on movable bridge in Estonia based on 2D/3D Finite Element Modelling using hot-spot stresses. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:1152231f-3a92-4f04-b121-97734da273d0.

Council of Science Editors:

Rikeros Orozco D(. Fatigue assessment of rail track detail on movable bridge in Estonia based on 2D/3D Finite Element Modelling using hot-spot stresses. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:1152231f-3a92-4f04-b121-97734da273d0


Delft University of Technology

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

Degree: 2020, Delft University of Technology

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

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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Migalski, Jos (author). “Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups.” 2020. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08.

MLA Handbook (7th Edition):

Migalski, Jos (author). “Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups.” 2020. Web. 01 Oct 2020.

Vancouver:

Migalski J(. Analytical, Numerical and Experimental Analysis of the Helperzoom Post-Tensioned T-Girders: Analyzing the shear capacity and failure mode of thin-webbed post-tensioned bulb-T-shaped girders with non-code-compliant stirrups. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08.

Council of Science Editors:

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


Delft University of Technology

29. Chen, Xin (author). Finite Element Modelling of ASR Affected Reinforced Concrete Beams Based on Realistic Pre‐damage.

Degree: 2018, Delft University of Technology

A new type of finite element model, called the double mesh model is proposed in this thesis. With the level of free expansion as the… (more)

Subjects/Keywords: ASR; Non-linear Finite Element Method; Shear Behaviour

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, X. (. (2018). Finite Element Modelling of ASR Affected Reinforced Concrete Beams Based on Realistic Pre‐damage. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3bf440ca-8644-47a6-8a0d-6af9927fa3dc

Chicago Manual of Style (16th Edition):

Chen, Xin (author). “Finite Element Modelling of ASR Affected Reinforced Concrete Beams Based on Realistic Pre‐damage.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:3bf440ca-8644-47a6-8a0d-6af9927fa3dc.

MLA Handbook (7th Edition):

Chen, Xin (author). “Finite Element Modelling of ASR Affected Reinforced Concrete Beams Based on Realistic Pre‐damage.” 2018. Web. 01 Oct 2020.

Vancouver:

Chen X(. Finite Element Modelling of ASR Affected Reinforced Concrete Beams Based on Realistic Pre‐damage. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:3bf440ca-8644-47a6-8a0d-6af9927fa3dc.

Council of Science Editors:

Chen X(. Finite Element Modelling of ASR Affected Reinforced Concrete Beams Based on Realistic Pre‐damage. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:3bf440ca-8644-47a6-8a0d-6af9927fa3dc


Delft University of Technology

30. Mussche, Henk (author). Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading.

Degree: 2018, Delft University of Technology

This thesis research focusses on the development of a reliable and efficient 3D calculation model of an existing high-rise, reinforced concrete building in the Groningen… (more)

Subjects/Keywords: Seismic; Abaqus; 3D Model; Reliable; Efficient; 1D Model; Simulia; Matlab; Groningen; Response; Response Spectrum; Accelerogram; NPR; Near Collapse; Seismic loading; Modal Response Spectrum Analysis; Verification; Base Shear; Existing; High-Rise; Reinforced Concrete; Earthquake; Earthquake analysis; Human induced; Gas extraction; dynamic behaviour; strengthening; strengthening measures; Zonneveld ingenieurs; TU Delft; Harm Hoorn; Jan Rots; Max Hendriks; NPR9998; Eurocode 8; Concrete Damaged Plasticity; NLTH; NLTH Analysis; Euler Bernoulli; Plastic analysis; Non-linear; Awesome; Optimisation; Finite Element Method; FEM; Analysis; Henk Mussche

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mussche, H. (. (2018). Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883

Chicago Manual of Style (16th Edition):

Mussche, Henk (author). “Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading.” 2018. Masters Thesis, Delft University of Technology. Accessed October 01, 2020. http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883.

MLA Handbook (7th Edition):

Mussche, Henk (author). “Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading.” 2018. Web. 01 Oct 2020.

Vancouver:

Mussche H(. Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 01]. Available from: http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883.

Council of Science Editors:

Mussche H(. Development of a Reliable and Efficient 3D Calculation Model of a High-Rise Building Under Seismic Loading. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883

[1] [2] [3]

.