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Delft University of Technology

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

Degree: 2017, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:b2553cea-3d85-4439-b669-d965a246353d

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:f12eb26a-b2be-4d65-9618-d535275a57f2

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:a39d16ba-22a5-4b2b-8434-079dcd7c6c54

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:4ae6e2e1-39c2-455b-8435-7ef0bcea6ad3

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

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

URL: http://resolver.tudelft.nl/uuid:79ab8a18-b347-420f-a8bd-9f00fef662a7

► 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 Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:9289baba-3245-4b79-b9be-ceee755fbc31

►

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 Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:ff383419-6800-4f06-9812-6da9499a3bc0

► 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 Details Similar Records

❌

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:ad4acf33-8ab2-4a8e-9945-49fda187bd29

►

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 Details Similar Records

❌

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34

►

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 Details Similar Records

❌

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6

►

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 Details Similar Records

❌

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:e3c7f4f2-bad7-4f1a-9a3c-6e596e966a60

► 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 Details Similar Records

❌

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:4b8bab58-9e13-46de-84db-ed3b3109b866

► 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 Details Similar Records

❌

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:beebbfd0-2a92-495a-b882-d84041fe5c50

► 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

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:45de7f7d-6ebe-4b98-b370-f0b79e08eca8

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:566adfe1-1f1b-4060-8847-74ad797d4cf2

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:a61fb704-7c73-410a-b3c6-aab65b9cb2e2

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:efd1ad24-017f-48ac-8e31-184339a9d148

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:6cc7881f-731b-4952-87c2-c7410a08ed52

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:a242d5b5-ff2a-4216-b04c-6de185a1044d

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:3bf6605b-c108-4de8-a5fa-6305f7321ff4

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:5b3cd9c8-3b09-405f-90e1-940d7df934ee

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:027d70b4-e1bc-4fdf-8d41-7dafb4a00b54

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:0298448c-5bad-4760-9382-06d58ed07edc

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:0760c637-d1f4-4d4d-aabd-27de21b9f132

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:1152231f-3a92-4f04-b121-97734da273d0

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:cfdbff99-bb35-4cfa-811f-46fc7ff3ae08

► 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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:3bf440ca-8644-47a6-8a0d-6af9927fa3dc

►

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 Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://resolver.tudelft.nl/uuid:903db796-7f25-4ce3-b5ce-c92fd207c883

►

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 Details Similar Records

❌

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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