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You searched for subject:(structural design). Showing records 1 – 30 of 962 total matches.

[1] [2] [3] [4] [5] … [33]

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Oregon State University

1. Kiff, Robin E. Applications of an Agent-Based Approach to Automated Structure Design.

Degree: MS, Mechanical Engineering, 2016, Oregon State University

 This thesis details the applications of a new method of agent-based structure synthesis. The goal of this research is to create structures that meet a… (more)

Subjects/Keywords: Structural design  – Automation

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APA (6th Edition):

Kiff, R. E. (2016). Applications of an Agent-Based Approach to Automated Structure Design. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/58786

Chicago Manual of Style (16th Edition):

Kiff, Robin E. “Applications of an Agent-Based Approach to Automated Structure Design.” 2016. Masters Thesis, Oregon State University. Accessed October 19, 2020. http://hdl.handle.net/1957/58786.

MLA Handbook (7th Edition):

Kiff, Robin E. “Applications of an Agent-Based Approach to Automated Structure Design.” 2016. Web. 19 Oct 2020.

Vancouver:

Kiff RE. Applications of an Agent-Based Approach to Automated Structure Design. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/1957/58786.

Council of Science Editors:

Kiff RE. Applications of an Agent-Based Approach to Automated Structure Design. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/58786


Delft University of Technology

2. Mosch, Jik (author). Rotterdam on the rise.

Degree: 2017, Delft University of Technology

This research aims to find a solution for the mobility problem in the city of Rotterdam. By following the ambition and future plans of the… (more)

Subjects/Keywords: Bridge design; Structural design; Rotterdam

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APA (6th Edition):

Mosch, J. (. (2017). Rotterdam on the rise. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bdb27917-588a-45b6-9c36-55cccfc0cc53

Chicago Manual of Style (16th Edition):

Mosch, Jik (author). “Rotterdam on the rise.” 2017. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:bdb27917-588a-45b6-9c36-55cccfc0cc53.

MLA Handbook (7th Edition):

Mosch, Jik (author). “Rotterdam on the rise.” 2017. Web. 19 Oct 2020.

Vancouver:

Mosch J(. Rotterdam on the rise. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:bdb27917-588a-45b6-9c36-55cccfc0cc53.

Council of Science Editors:

Mosch J(. Rotterdam on the rise. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:bdb27917-588a-45b6-9c36-55cccfc0cc53


Stellenbosch University

3. De Koker, Nico. Reliability-Based Design in Geostructural Engineering.

Degree: PhD, 2018, Stellenbosch University

ENGLISH ABSTRACT: Current standards used in South African geotechnical design practice follow the partial factor limit states design approach. Although partial factors used in this… (more)

Subjects/Keywords: Geotechnical Engineering; UCTD; Structural design  – Reliability (Engineering); Structural design; Structural Engineering

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APA (6th Edition):

De Koker, N. (2018). Reliability-Based Design in Geostructural Engineering. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/104862

Chicago Manual of Style (16th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed October 19, 2020. http://hdl.handle.net/10019.1/104862.

MLA Handbook (7th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Web. 19 Oct 2020.

Vancouver:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/10019.1/104862.

Council of Science Editors:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/104862


Addis Ababa University

4. Bekele, Abel. QUALITY ASSURANCE OF STRUCTURAL DESIGN CHECKING PROCESS IN COMPUTERIZED ENVIRONMENT (MODELING, DOCUMENTATION, PRESENTATION VERIFICATION AND VALIDATION) .

Degree: 2012, Addis Ababa University

 Researches based on past experience indicate that a considerable number of structural failures are mainly associated with human error in the design stage of structural(more)

Subjects/Keywords: quality assurance of structural design; structural design checking; computerized environment in structural design

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APA (6th Edition):

Bekele, A. (2012). QUALITY ASSURANCE OF STRUCTURAL DESIGN CHECKING PROCESS IN COMPUTERIZED ENVIRONMENT (MODELING, DOCUMENTATION, PRESENTATION VERIFICATION AND VALIDATION) . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4347

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):

Bekele, Abel. “QUALITY ASSURANCE OF STRUCTURAL DESIGN CHECKING PROCESS IN COMPUTERIZED ENVIRONMENT (MODELING, DOCUMENTATION, PRESENTATION VERIFICATION AND VALIDATION) .” 2012. Thesis, Addis Ababa University. Accessed October 19, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4347.

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

MLA Handbook (7th Edition):

Bekele, Abel. “QUALITY ASSURANCE OF STRUCTURAL DESIGN CHECKING PROCESS IN COMPUTERIZED ENVIRONMENT (MODELING, DOCUMENTATION, PRESENTATION VERIFICATION AND VALIDATION) .” 2012. Web. 19 Oct 2020.

Vancouver:

Bekele A. QUALITY ASSURANCE OF STRUCTURAL DESIGN CHECKING PROCESS IN COMPUTERIZED ENVIRONMENT (MODELING, DOCUMENTATION, PRESENTATION VERIFICATION AND VALIDATION) . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Oct 19]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4347.

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

Council of Science Editors:

Bekele A. QUALITY ASSURANCE OF STRUCTURAL DESIGN CHECKING PROCESS IN COMPUTERIZED ENVIRONMENT (MODELING, DOCUMENTATION, PRESENTATION VERIFICATION AND VALIDATION) . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4347

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


Vanderbilt University

5. Zheng, Ying. Essays on the Structural Analysis of Auctions.

Degree: PhD, Economics, 2018, Vanderbilt University

 Chapters 1 develops a game-theoretic model to approximate bidders’ behavior in a takeover process, accounting for their valuation discount due to the dissemination of confidential… (more)

Subjects/Keywords: Auctions; Structural Econometrics; Mechanism Design

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APA (6th Edition):

Zheng, Y. (2018). Essays on the Structural Analysis of Auctions. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://hdl.handle.net/1803/13216

Chicago Manual of Style (16th Edition):

Zheng, Ying. “Essays on the Structural Analysis of Auctions.” 2018. Doctoral Dissertation, Vanderbilt University. Accessed October 19, 2020. http://hdl.handle.net/1803/13216.

MLA Handbook (7th Edition):

Zheng, Ying. “Essays on the Structural Analysis of Auctions.” 2018. Web. 19 Oct 2020.

Vancouver:

Zheng Y. Essays on the Structural Analysis of Auctions. [Internet] [Doctoral dissertation]. Vanderbilt University; 2018. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/1803/13216.

Council of Science Editors:

Zheng Y. Essays on the Structural Analysis of Auctions. [Doctoral Dissertation]. Vanderbilt University; 2018. Available from: http://hdl.handle.net/1803/13216


University of Ontario Institute of Technology

6. Cook, Adam George Mount. Front underride protection devices: design methodology for heavy vehicle crashworthiness.

Degree: 2016, University of Ontario Institute of Technology

 North American Heavy Vehicles contribute to a third of all road fatalities in Canada. Head on collisions are one of the most severe, as the… (more)

Subjects/Keywords: Crashworthiness; FEA; Design; Structural; Optimization

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APA (6th Edition):

Cook, A. G. M. (2016). Front underride protection devices: design methodology for heavy vehicle crashworthiness. (Thesis). University of Ontario Institute of Technology. Retrieved from http://hdl.handle.net/10155/644

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):

Cook, Adam George Mount. “Front underride protection devices: design methodology for heavy vehicle crashworthiness.” 2016. Thesis, University of Ontario Institute of Technology. Accessed October 19, 2020. http://hdl.handle.net/10155/644.

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

MLA Handbook (7th Edition):

Cook, Adam George Mount. “Front underride protection devices: design methodology for heavy vehicle crashworthiness.” 2016. Web. 19 Oct 2020.

Vancouver:

Cook AGM. Front underride protection devices: design methodology for heavy vehicle crashworthiness. [Internet] [Thesis]. University of Ontario Institute of Technology; 2016. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/10155/644.

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

Council of Science Editors:

Cook AGM. Front underride protection devices: design methodology for heavy vehicle crashworthiness. [Thesis]. University of Ontario Institute of Technology; 2016. Available from: http://hdl.handle.net/10155/644

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


Delft University of Technology

7. Van de Weerd, B.M. (author). StructuralComponents: A client-server software architecture for FEM-based structural design exploration.

Degree: 2013, Delft University of Technology

StructuralComponents allows an engineer to quickly compose an early-stage structural concept and immediately analyse its performance. It follows the Conceptual Story method in an attempt… (more)

Subjects/Keywords: structural design; finite element method

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APA (6th Edition):

Van de Weerd, B. M. (. (2013). StructuralComponents: A client-server software architecture for FEM-based structural design exploration. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926

Chicago Manual of Style (16th Edition):

Van de Weerd, B M (author). “StructuralComponents: A client-server software architecture for FEM-based structural design exploration.” 2013. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926.

MLA Handbook (7th Edition):

Van de Weerd, B M (author). “StructuralComponents: A client-server software architecture for FEM-based structural design exploration.” 2013. Web. 19 Oct 2020.

Vancouver:

Van de Weerd BM(. StructuralComponents: A client-server software architecture for FEM-based structural design exploration. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926.

Council of Science Editors:

Van de Weerd BM(. StructuralComponents: A client-server software architecture for FEM-based structural design exploration. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926


Delft University of Technology

8. Vos, Aurinke (author). An algorithmic design method for structural glass roof structures: Research into the technical viability.

Degree: 2017, Delft University of Technology

 The objective of this research is to investigate the possibilities of creating an algorithmic design for structural glass covers, to create an innovative methodology with… (more)

Subjects/Keywords: parametric design; structural glass

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APA (6th Edition):

Vos, A. (. (2017). An algorithmic design method for structural glass roof structures: Research into the technical viability. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bd452b0a-f284-4f54-89d8-7f87221e0bbc

Chicago Manual of Style (16th Edition):

Vos, Aurinke (author). “An algorithmic design method for structural glass roof structures: Research into the technical viability.” 2017. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:bd452b0a-f284-4f54-89d8-7f87221e0bbc.

MLA Handbook (7th Edition):

Vos, Aurinke (author). “An algorithmic design method for structural glass roof structures: Research into the technical viability.” 2017. Web. 19 Oct 2020.

Vancouver:

Vos A(. An algorithmic design method for structural glass roof structures: Research into the technical viability. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:bd452b0a-f284-4f54-89d8-7f87221e0bbc.

Council of Science Editors:

Vos A(. An algorithmic design method for structural glass roof structures: Research into the technical viability. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:bd452b0a-f284-4f54-89d8-7f87221e0bbc

9. Landgraf, Daniel. Developing the design of road going welded structures with special considerations for hot-dip galvanizing.

Degree: 2019, University of Tennessee – Chattanooga

 The primary objective of this thesis is to provide accessible methods for numerical analysis of the mechanical behavior of welded structures specific to roadgoing trailers… (more)

Subjects/Keywords: Engineering design; Structural engineering  – Congresses

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APA (6th Edition):

Landgraf, D. (2019). Developing the design of road going welded structures with special considerations for hot-dip galvanizing. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/627

Chicago Manual of Style (16th Edition):

Landgraf, Daniel. “Developing the design of road going welded structures with special considerations for hot-dip galvanizing.” 2019. Masters Thesis, University of Tennessee – Chattanooga. Accessed October 19, 2020. https://scholar.utc.edu/theses/627.

MLA Handbook (7th Edition):

Landgraf, Daniel. “Developing the design of road going welded structures with special considerations for hot-dip galvanizing.” 2019. Web. 19 Oct 2020.

Vancouver:

Landgraf D. Developing the design of road going welded structures with special considerations for hot-dip galvanizing. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2019. [cited 2020 Oct 19]. Available from: https://scholar.utc.edu/theses/627.

Council of Science Editors:

Landgraf D. Developing the design of road going welded structures with special considerations for hot-dip galvanizing. [Masters Thesis]. University of Tennessee – Chattanooga; 2019. Available from: https://scholar.utc.edu/theses/627


Georgia Tech

10. Corman, Jason A. A methodology for structural technology performance characterization to enable reduction of structural uncertainty.

Degree: PhD, Aerospace Engineering, 2017, Georgia Tech

 Government programs have been established to identify solutions that will significantly reduce the impact of aviation on the environment in the upcoming generations. Airframe structural(more)

Subjects/Keywords: Aircraft design; Airframe structural technology

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APA (6th Edition):

Corman, J. A. (2017). A methodology for structural technology performance characterization to enable reduction of structural uncertainty. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59795

Chicago Manual of Style (16th Edition):

Corman, Jason A. “A methodology for structural technology performance characterization to enable reduction of structural uncertainty.” 2017. Doctoral Dissertation, Georgia Tech. Accessed October 19, 2020. http://hdl.handle.net/1853/59795.

MLA Handbook (7th Edition):

Corman, Jason A. “A methodology for structural technology performance characterization to enable reduction of structural uncertainty.” 2017. Web. 19 Oct 2020.

Vancouver:

Corman JA. A methodology for structural technology performance characterization to enable reduction of structural uncertainty. [Internet] [Doctoral dissertation]. Georgia Tech; 2017. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/1853/59795.

Council of Science Editors:

Corman JA. A methodology for structural technology performance characterization to enable reduction of structural uncertainty. [Doctoral Dissertation]. Georgia Tech; 2017. Available from: http://hdl.handle.net/1853/59795


University of Sydney

11. Fernando, Shayani Erandika. The Machine and the Arch: Explorative Intersections in Stereotomic Practice, Structural Design and Robotic Crafting of Dry Stone Interlocking Joint Structures .

Degree: 2019, University of Sydney

 Situated within the intersections of stereotomy (the art of cutting solids), the evolution of machine tools and structural design principles; this research investigates contemporary digital… (more)

Subjects/Keywords: Stereotomy; Intersections; Interlocking; Structural Design

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APA (6th Edition):

Fernando, S. E. (2019). The Machine and the Arch: Explorative Intersections in Stereotomic Practice, Structural Design and Robotic Crafting of Dry Stone Interlocking Joint Structures . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/21082

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):

Fernando, Shayani Erandika. “The Machine and the Arch: Explorative Intersections in Stereotomic Practice, Structural Design and Robotic Crafting of Dry Stone Interlocking Joint Structures .” 2019. Thesis, University of Sydney. Accessed October 19, 2020. http://hdl.handle.net/2123/21082.

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

MLA Handbook (7th Edition):

Fernando, Shayani Erandika. “The Machine and the Arch: Explorative Intersections in Stereotomic Practice, Structural Design and Robotic Crafting of Dry Stone Interlocking Joint Structures .” 2019. Web. 19 Oct 2020.

Vancouver:

Fernando SE. The Machine and the Arch: Explorative Intersections in Stereotomic Practice, Structural Design and Robotic Crafting of Dry Stone Interlocking Joint Structures . [Internet] [Thesis]. University of Sydney; 2019. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/2123/21082.

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

Council of Science Editors:

Fernando SE. The Machine and the Arch: Explorative Intersections in Stereotomic Practice, Structural Design and Robotic Crafting of Dry Stone Interlocking Joint Structures . [Thesis]. University of Sydney; 2019. Available from: http://hdl.handle.net/2123/21082

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


Ryerson University

12. Vosskuehler, Janne. Expert system for dimensioning reinforcement and connections of wood with steel.

Degree: 2016, Ryerson University

 Ecological and sustainability values in the construction sector have become increasingly important, likewise the demand for timber constructions have increased. Simultaneously opportunities have developed to… (more)

Subjects/Keywords: Structural design; Building materials; Architectural design

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APA (6th Edition):

Vosskuehler, J. (2016). Expert system for dimensioning reinforcement and connections of wood with steel. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5119

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):

Vosskuehler, Janne. “Expert system for dimensioning reinforcement and connections of wood with steel.” 2016. Thesis, Ryerson University. Accessed October 19, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5119.

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

MLA Handbook (7th Edition):

Vosskuehler, Janne. “Expert system for dimensioning reinforcement and connections of wood with steel.” 2016. Web. 19 Oct 2020.

Vancouver:

Vosskuehler J. Expert system for dimensioning reinforcement and connections of wood with steel. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Oct 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5119.

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

Council of Science Editors:

Vosskuehler J. Expert system for dimensioning reinforcement and connections of wood with steel. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5119

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


Stellenbosch University

13. Retief, Johannes Verster. Contributions to the implementation of the principles of reliability to the standardized basis of structural design.

Degree: DEng, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ABSTRACT: Implementation of the principles of structural reliability widely impacted on recent improvements in structural performance. Improvements in the rational basis for the design(more)

Subjects/Keywords: Standard structural design; Structural reliability impact; Structural performance; UCTD

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APA (6th Edition):

Retief, J. V. (2015). Contributions to the implementation of the principles of reliability to the standardized basis of structural design. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/97800

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):

Retief, Johannes Verster. “Contributions to the implementation of the principles of reliability to the standardized basis of structural design.” 2015. Thesis, Stellenbosch University. Accessed October 19, 2020. http://hdl.handle.net/10019.1/97800.

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

MLA Handbook (7th Edition):

Retief, Johannes Verster. “Contributions to the implementation of the principles of reliability to the standardized basis of structural design.” 2015. Web. 19 Oct 2020.

Vancouver:

Retief JV. Contributions to the implementation of the principles of reliability to the standardized basis of structural design. [Internet] [Thesis]. Stellenbosch University; 2015. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/10019.1/97800.

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

Council of Science Editors:

Retief JV. Contributions to the implementation of the principles of reliability to the standardized basis of structural design. [Thesis]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/97800

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


Delft University of Technology

14. de Leur, M. (author). Breaking Barriers: A parametrically optimised bridge design crossing the Nieuwe Maas.

Degree: 2017, Delft University of Technology

This research is aimed at the necessity and the design of a new city bridge in the city of Rotterdam, the Netherlands, and how this… (more)

Subjects/Keywords: Bridge Design; Parametric Design; Algorithms Aided Design; Structural Design; Optimisation

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APA (6th Edition):

de Leur, M. (. (2017). Breaking Barriers: A parametrically optimised bridge design crossing the Nieuwe Maas. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f6907745-a2d8-4ed0-8ace-18632611bc3e

Chicago Manual of Style (16th Edition):

de Leur, M (author). “Breaking Barriers: A parametrically optimised bridge design crossing the Nieuwe Maas.” 2017. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:f6907745-a2d8-4ed0-8ace-18632611bc3e.

MLA Handbook (7th Edition):

de Leur, M (author). “Breaking Barriers: A parametrically optimised bridge design crossing the Nieuwe Maas.” 2017. Web. 19 Oct 2020.

Vancouver:

de Leur M(. Breaking Barriers: A parametrically optimised bridge design crossing the Nieuwe Maas. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:f6907745-a2d8-4ed0-8ace-18632611bc3e.

Council of Science Editors:

de Leur M(. Breaking Barriers: A parametrically optimised bridge design crossing the Nieuwe Maas. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:f6907745-a2d8-4ed0-8ace-18632611bc3e


Delft University of Technology

15. Niño Romero, David (author). StructuralComponents7.0: A study of rigid frames behaviour and a computational tool prototype for the early design of mid-rise buildings.

Degree: 2019, Delft University of Technology

 During the early stages of the construction process of a building, the potential impact of design decisions is at its greatest. One of the reasons… (more)

Subjects/Keywords: Rigid frame; Computational tool; Early design stage; Parametric design; Structural analysis; Structural design

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APA (6th Edition):

Niño Romero, D. (. (2019). StructuralComponents7.0: A study of rigid frames behaviour and a computational tool prototype for the early design of mid-rise buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2fa3056b-1d8f-40f6-8298-ccbd67cdec05

Chicago Manual of Style (16th Edition):

Niño Romero, David (author). “StructuralComponents7.0: A study of rigid frames behaviour and a computational tool prototype for the early design of mid-rise buildings.” 2019. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:2fa3056b-1d8f-40f6-8298-ccbd67cdec05.

MLA Handbook (7th Edition):

Niño Romero, David (author). “StructuralComponents7.0: A study of rigid frames behaviour and a computational tool prototype for the early design of mid-rise buildings.” 2019. Web. 19 Oct 2020.

Vancouver:

Niño Romero D(. StructuralComponents7.0: A study of rigid frames behaviour and a computational tool prototype for the early design of mid-rise buildings. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:2fa3056b-1d8f-40f6-8298-ccbd67cdec05.

Council of Science Editors:

Niño Romero D(. StructuralComponents7.0: A study of rigid frames behaviour and a computational tool prototype for the early design of mid-rise buildings. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:2fa3056b-1d8f-40f6-8298-ccbd67cdec05


Delft University of Technology

16. Andrejevic, A. (author). ’The design of a maximised transparent roof structure, to create the most optimal micro climate for the Khalifa International Stadium in Qatar.

Degree: 2017, Delft University of Technology

This report discusses the design analysis process of designing a maximum transparent roof for a stadium in order to create the most optimal semi indoor… (more)

Subjects/Keywords: Structural Design; Climate Design; Structural Glass; Stadium Design; Semi-Indoor Environmental Quality

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APA (6th Edition):

Andrejevic, A. (. (2017). ’The design of a maximised transparent roof structure, to create the most optimal micro climate for the Khalifa International Stadium in Qatar. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:452fbf4e-f620-4cc6-a457-a8fc32dbf9f9

Chicago Manual of Style (16th Edition):

Andrejevic, A (author). “’The design of a maximised transparent roof structure, to create the most optimal micro climate for the Khalifa International Stadium in Qatar.” 2017. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:452fbf4e-f620-4cc6-a457-a8fc32dbf9f9.

MLA Handbook (7th Edition):

Andrejevic, A (author). “’The design of a maximised transparent roof structure, to create the most optimal micro climate for the Khalifa International Stadium in Qatar.” 2017. Web. 19 Oct 2020.

Vancouver:

Andrejevic A(. ’The design of a maximised transparent roof structure, to create the most optimal micro climate for the Khalifa International Stadium in Qatar. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:452fbf4e-f620-4cc6-a457-a8fc32dbf9f9.

Council of Science Editors:

Andrejevic A(. ’The design of a maximised transparent roof structure, to create the most optimal micro climate for the Khalifa International Stadium in Qatar. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:452fbf4e-f620-4cc6-a457-a8fc32dbf9f9


Delft University of Technology

17. Pečanac, Igor (author). Structural parametric design for variant studies in the preliminary design phase.

Degree: 2019, Delft University of Technology

 An organized process is necessary to ensure that the building is built on time and within budget. This does not always go well however and… (more)

Subjects/Keywords: Structural parametric design; Preliminary design; parametric design; Dynamo; RFEM; Variant study; buildings; Architect; structural engineering

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APA (6th Edition):

Pečanac, I. (. (2019). Structural parametric design for variant studies in the preliminary design phase. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c4287362-4ac3-4981-9d0a-756d2059c4bc

Chicago Manual of Style (16th Edition):

Pečanac, Igor (author). “Structural parametric design for variant studies in the preliminary design phase.” 2019. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:c4287362-4ac3-4981-9d0a-756d2059c4bc.

MLA Handbook (7th Edition):

Pečanac, Igor (author). “Structural parametric design for variant studies in the preliminary design phase.” 2019. Web. 19 Oct 2020.

Vancouver:

Pečanac I(. Structural parametric design for variant studies in the preliminary design phase. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:c4287362-4ac3-4981-9d0a-756d2059c4bc.

Council of Science Editors:

Pečanac I(. Structural parametric design for variant studies in the preliminary design phase. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:c4287362-4ac3-4981-9d0a-756d2059c4bc


University of Southern California

18. Makris, Michael Patrick. Structural design tool for performative building elements: a semi-automated Grasshopper plugin for design decision support of complex trusses.

Degree: Master of Building Science, Building Science, 2013, University of Southern California

 This thesis describes the development, testing, and findings of a Rhino-Grasshopper toolset developed to encourage real-time parametric design form experimentation through immediate integrated structural analysis… (more)

Subjects/Keywords: design decision support; Grasshopper; optimization; parametric design; structural analysis; structural design; parametric architecture

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APA (6th Edition):

Makris, M. P. (2013). Structural design tool for performative building elements: a semi-automated Grasshopper plugin for design decision support of complex trusses. (Masters Thesis). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/305175/rec/6122

Chicago Manual of Style (16th Edition):

Makris, Michael Patrick. “Structural design tool for performative building elements: a semi-automated Grasshopper plugin for design decision support of complex trusses.” 2013. Masters Thesis, University of Southern California. Accessed October 19, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/305175/rec/6122.

MLA Handbook (7th Edition):

Makris, Michael Patrick. “Structural design tool for performative building elements: a semi-automated Grasshopper plugin for design decision support of complex trusses.” 2013. Web. 19 Oct 2020.

Vancouver:

Makris MP. Structural design tool for performative building elements: a semi-automated Grasshopper plugin for design decision support of complex trusses. [Internet] [Masters thesis]. University of Southern California; 2013. [cited 2020 Oct 19]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/305175/rec/6122.

Council of Science Editors:

Makris MP. Structural design tool for performative building elements: a semi-automated Grasshopper plugin for design decision support of complex trusses. [Masters Thesis]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/305175/rec/6122


Delft University of Technology

19. Jimmink, Joanne (author). The modular post-earthquake shell: A multi-objective parametric structural design approach.

Degree: 2019, Delft University of Technology

In April 2018, a graduation project in the field of architecture was concluded. The project entailed the design of a temporary community centre in the… (more)

Subjects/Keywords: Italy; Aquila; Earthquake; Architecture; Post-disaster; Engineering; Structural engineering; Seismic; Design; Community centre; Optimisation; Parametric design; Structural design; Structural optimization; Grasshopper

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APA (6th Edition):

Jimmink, J. (. (2019). The modular post-earthquake shell: A multi-objective parametric structural design approach. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:08496246-3005-4e22-8009-6b136c3df2cb

Chicago Manual of Style (16th Edition):

Jimmink, Joanne (author). “The modular post-earthquake shell: A multi-objective parametric structural design approach.” 2019. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:08496246-3005-4e22-8009-6b136c3df2cb.

MLA Handbook (7th Edition):

Jimmink, Joanne (author). “The modular post-earthquake shell: A multi-objective parametric structural design approach.” 2019. Web. 19 Oct 2020.

Vancouver:

Jimmink J(. The modular post-earthquake shell: A multi-objective parametric structural design approach. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:08496246-3005-4e22-8009-6b136c3df2cb.

Council of Science Editors:

Jimmink J(. The modular post-earthquake shell: A multi-objective parametric structural design approach. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:08496246-3005-4e22-8009-6b136c3df2cb


Penn State University

20. Frederick, Bradley Scott. Evaluation of Limit Design for Earthquake-Resistant Masonry Walls.

Degree: 2014, Penn State University

 A Limit Design methodology is presented and evaluated for the design of reinforced masonry walls subjected to in-plane seismic forces. The method was recently incorporated… (more)

Subjects/Keywords: Engineering; Structural Engineering; Limit Design; Design; Masonry; Seismic Design; Nonlinear Analysis

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APA (6th Edition):

Frederick, B. S. (2014). Evaluation of Limit Design for Earthquake-Resistant Masonry Walls. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/22724

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):

Frederick, Bradley Scott. “Evaluation of Limit Design for Earthquake-Resistant Masonry Walls.” 2014. Thesis, Penn State University. Accessed October 19, 2020. https://submit-etda.libraries.psu.edu/catalog/22724.

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

MLA Handbook (7th Edition):

Frederick, Bradley Scott. “Evaluation of Limit Design for Earthquake-Resistant Masonry Walls.” 2014. Web. 19 Oct 2020.

Vancouver:

Frederick BS. Evaluation of Limit Design for Earthquake-Resistant Masonry Walls. [Internet] [Thesis]. Penn State University; 2014. [cited 2020 Oct 19]. Available from: https://submit-etda.libraries.psu.edu/catalog/22724.

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

Council of Science Editors:

Frederick BS. Evaluation of Limit Design for Earthquake-Resistant Masonry Walls. [Thesis]. Penn State University; 2014. Available from: https://submit-etda.libraries.psu.edu/catalog/22724

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


Delft University of Technology

21. Dierker Viik, Leah (author). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.

Degree: 2019, Delft University of Technology

The development of computational tools to aid with early-stage design of buildings is an emerging topic of great value. Developing a good conceptual design for… (more)

Subjects/Keywords: parametric design; conceptual design; Grasshopper; structural analysis; computational design; concrete structure

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

APA (6th Edition):

Dierker Viik, L. (. (2019). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9

Chicago Manual of Style (16th Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

MLA Handbook (7th Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Web. 19 Oct 2020.

Vancouver:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

Council of Science Editors:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9


Delft University of Technology

22. Ernst, M.K. (author). Green-linking Rotterdam Zuid.

Degree: 2017, Delft University of Technology

This research is aimed at the necessity and the design of a new city bridge in the city of Rotterdam, the Netherlands, and how green… (more)

Subjects/Keywords: Bridge design; Structural Design; Parametric Design; Green integration; Optimisation

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APA (6th Edition):

Ernst, M. K. (. (2017). Green-linking Rotterdam Zuid. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:295f927e-0e54-4a23-8d2f-5ca2d75fcc11

Chicago Manual of Style (16th Edition):

Ernst, M K (author). “Green-linking Rotterdam Zuid.” 2017. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:295f927e-0e54-4a23-8d2f-5ca2d75fcc11.

MLA Handbook (7th Edition):

Ernst, M K (author). “Green-linking Rotterdam Zuid.” 2017. Web. 19 Oct 2020.

Vancouver:

Ernst MK(. Green-linking Rotterdam Zuid. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:295f927e-0e54-4a23-8d2f-5ca2d75fcc11.

Council of Science Editors:

Ernst MK(. Green-linking Rotterdam Zuid. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:295f927e-0e54-4a23-8d2f-5ca2d75fcc11


Delft University of Technology

23. Bovenberg, A.C. (author). StructuralComponents 4: Conceptual building models with structural design justification.

Degree: 2015, Delft University of Technology

The adoption of computation in the building industry has led to the development of a range of tools intended for design. Although commonly used for… (more)

Subjects/Keywords: conceptual structural design; computational design tools; design rationale; building information modelling

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APA (6th Edition):

Bovenberg, A. C. (. (2015). StructuralComponents 4: Conceptual building models with structural design justification. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:663ca19b-ddac-4d46-8e04-1c84386d3a0c

Chicago Manual of Style (16th Edition):

Bovenberg, A C (author). “StructuralComponents 4: Conceptual building models with structural design justification.” 2015. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:663ca19b-ddac-4d46-8e04-1c84386d3a0c.

MLA Handbook (7th Edition):

Bovenberg, A C (author). “StructuralComponents 4: Conceptual building models with structural design justification.” 2015. Web. 19 Oct 2020.

Vancouver:

Bovenberg AC(. StructuralComponents 4: Conceptual building models with structural design justification. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:663ca19b-ddac-4d46-8e04-1c84386d3a0c.

Council of Science Editors:

Bovenberg AC(. StructuralComponents 4: Conceptual building models with structural design justification. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:663ca19b-ddac-4d46-8e04-1c84386d3a0c


Delft University of Technology

24. Vigorito, Alessio (author). Towards a Sustainable Bridge Design: With the support of optimisation processes and decision making systems.

Degree: 2020, Delft University of Technology

This research aimed to design a new bridge for the city of Rome, Italy, through the support of modern optimisation and decision-making processes that can… (more)

Subjects/Keywords: Bridge Design; Parametric Design; Structural Design; Optimisation; MCDM

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APA (6th Edition):

Vigorito, A. (. (2020). Towards a Sustainable Bridge Design: With the support of optimisation processes and decision making systems. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:94431ada-bec3-44bf-bb7b-bb25fce19229

Chicago Manual of Style (16th Edition):

Vigorito, Alessio (author). “Towards a Sustainable Bridge Design: With the support of optimisation processes and decision making systems.” 2020. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:94431ada-bec3-44bf-bb7b-bb25fce19229.

MLA Handbook (7th Edition):

Vigorito, Alessio (author). “Towards a Sustainable Bridge Design: With the support of optimisation processes and decision making systems.” 2020. Web. 19 Oct 2020.

Vancouver:

Vigorito A(. Towards a Sustainable Bridge Design: With the support of optimisation processes and decision making systems. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:94431ada-bec3-44bf-bb7b-bb25fce19229.

Council of Science Editors:

Vigorito A(. Towards a Sustainable Bridge Design: With the support of optimisation processes and decision making systems. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:94431ada-bec3-44bf-bb7b-bb25fce19229


Ryerson University

25. Pourrastegar, Azita. Structural health monitoring of two-way slabs based on random decrement technique.

Degree: 2017, Ryerson University

 The current research attempts to explore the feasible use of a Structural Health Monitoring method for a two-way slab system through the effective vibration based… (more)

Subjects/Keywords: Structural analysis (Engineering); Structural design; Structural health monitoring; Bridges  – Testing; Reinforced concrete construction

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APA (6th Edition):

Pourrastegar, A. (2017). Structural health monitoring of two-way slabs based on random decrement technique. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6631

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):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Thesis, Ryerson University. Accessed October 19, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

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

MLA Handbook (7th Edition):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Web. 19 Oct 2020.

Vancouver:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Oct 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

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

Council of Science Editors:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6631

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


University of Alberta

26. MacPhedran, Ian James. Frame stability considering member interaction and compatibility of warping deformations.

Degree: PhD, Department of Civil and Environmental Engineering, 2009, University of Alberta

 Steel moment frames are often used in structures to provide lateral strength and stiffness to the structure. These frames are subject to failure modes including… (more)

Subjects/Keywords: structural design; structural stability; beam column; steel structures; steel frames; structural analysis; torsional warping

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APA (6th Edition):

MacPhedran, I. J. (2009). Frame stability considering member interaction and compatibility of warping deformations. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/sb3979819

Chicago Manual of Style (16th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Doctoral Dissertation, University of Alberta. Accessed October 19, 2020. https://era.library.ualberta.ca/files/sb3979819.

MLA Handbook (7th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Web. 19 Oct 2020.

Vancouver:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Internet] [Doctoral dissertation]. University of Alberta; 2009. [cited 2020 Oct 19]. Available from: https://era.library.ualberta.ca/files/sb3979819.

Council of Science Editors:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Doctoral Dissertation]. University of Alberta; 2009. Available from: https://era.library.ualberta.ca/files/sb3979819


University of Sydney

27. Rasmussen, Kim. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS .

Degree: 2017, University of Sydney

 This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal… (more)

Subjects/Keywords: structural stability; structural systems; structural design; steel structures; cold-formed steel structures; stainless steel structures

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APA (6th Edition):

Rasmussen, K. (2017). STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/18194

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):

Rasmussen, Kim. “STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS .” 2017. Thesis, University of Sydney. Accessed October 19, 2020. http://hdl.handle.net/2123/18194.

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

MLA Handbook (7th Edition):

Rasmussen, Kim. “STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS .” 2017. Web. 19 Oct 2020.

Vancouver:

Rasmussen K. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . [Internet] [Thesis]. University of Sydney; 2017. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/2123/18194.

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

Council of Science Editors:

Rasmussen K. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . [Thesis]. University of Sydney; 2017. Available from: http://hdl.handle.net/2123/18194

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


University of Toronto

28. Li, Lun. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed.

Degree: 2015, University of Toronto

The Balloon-borne Imaging Testbed (BIT) is a stratospheric ballooning astronomy project that was successfully launched on September 18, 2015 from Timmins, Ontario to an altitude… (more)

Subjects/Keywords: Balloon-borne Astronomy; Instrumentation; Structural Design; Structural Simulation; System Identification; 0538

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APA (6th Edition):

Li, L. (2015). The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/70442

Chicago Manual of Style (16th Edition):

Li, Lun. “The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed.” 2015. Masters Thesis, University of Toronto. Accessed October 19, 2020. http://hdl.handle.net/1807/70442.

MLA Handbook (7th Edition):

Li, Lun. “The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed.” 2015. Web. 19 Oct 2020.

Vancouver:

Li L. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2020 Oct 19]. Available from: http://hdl.handle.net/1807/70442.

Council of Science Editors:

Li L. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/70442


Michigan State University

29. Rizai, H., Metin Nus. An efficient method to predict the effect of design modifications on the dynamics of structures.

Degree: PhD, Department of Mechanical Engineering, 1983, Michigan State University

Subjects/Keywords: Structural dynamics; Structural design

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

APA (6th Edition):

Rizai, H., M. N. (1983). An efficient method to predict the effect of design modifications on the dynamics of structures. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:41601

Chicago Manual of Style (16th Edition):

Rizai, H., Metin Nus. “An efficient method to predict the effect of design modifications on the dynamics of structures.” 1983. Doctoral Dissertation, Michigan State University. Accessed October 19, 2020. http://etd.lib.msu.edu/islandora/object/etd:41601.

MLA Handbook (7th Edition):

Rizai, H., Metin Nus. “An efficient method to predict the effect of design modifications on the dynamics of structures.” 1983. Web. 19 Oct 2020.

Vancouver:

Rizai, H. MN. An efficient method to predict the effect of design modifications on the dynamics of structures. [Internet] [Doctoral dissertation]. Michigan State University; 1983. [cited 2020 Oct 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:41601.

Council of Science Editors:

Rizai, H. MN. An efficient method to predict the effect of design modifications on the dynamics of structures. [Doctoral Dissertation]. Michigan State University; 1983. Available from: http://etd.lib.msu.edu/islandora/object/etd:41601


Delft University of Technology

30. Smilde, J.A. (author). Transparent restoration of a historic building using structural glass elements.

Degree: 2016, Delft University of Technology

The conversation about the restoration materialization of historic buildings is an ongoing debate. Additions are allowed only if they do not detract from the interesting… (more)

Subjects/Keywords: Transparency; Structural glass; Restoration; Structural Design; Float glass; Cold bend glass

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

APA (6th Edition):

Smilde, J. A. (. (2016). Transparent restoration of a historic building using structural glass elements. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f59ac1e9-2cff-4401-88c5-9d003bfbf929

Chicago Manual of Style (16th Edition):

Smilde, J A (author). “Transparent restoration of a historic building using structural glass elements.” 2016. Masters Thesis, Delft University of Technology. Accessed October 19, 2020. http://resolver.tudelft.nl/uuid:f59ac1e9-2cff-4401-88c5-9d003bfbf929.

MLA Handbook (7th Edition):

Smilde, J A (author). “Transparent restoration of a historic building using structural glass elements.” 2016. Web. 19 Oct 2020.

Vancouver:

Smilde JA(. Transparent restoration of a historic building using structural glass elements. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:f59ac1e9-2cff-4401-88c5-9d003bfbf929.

Council of Science Editors:

Smilde JA(. Transparent restoration of a historic building using structural glass elements. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:f59ac1e9-2cff-4401-88c5-9d003bfbf929

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