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You searched for subject:(Structural design). Showing records 1 – 30 of 785 total matches.

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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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Kiff RE. Applications of an Agent-Based Approach to Automated Structure Design. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Mar 20]. 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


Stellenbosch University

2. 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 March 20, 2019. http://hdl.handle.net/10019.1/104862.

MLA Handbook (7th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Web. 20 Mar 2019.

Vancouver:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2019 Mar 20]. 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

3. 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 March 20, 2019. 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. 20 Mar 2019.

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 2019 Mar 20]. 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


University of Ontario Institute of Technology

4. 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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Cook AGM. Front underride protection devices: design methodology for heavy vehicle crashworthiness. [Internet] [Thesis]. University of Ontario Institute of Technology; 2016. [cited 2019 Mar 20]. 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


Reykjavík University

5. Björgvin Smári Jónsson. Prestressed BFRP tendons in concrete beams.

Degree: 2011, Reykjavík University

Concrete structures are normally reinforced with steel tendons. In marine or chemical environment steel has its limitations. Replacing steel with FRP reinforcement has been practiced… (more)

Subjects/Keywords: Steinsteypa; Burðarþol; Concrete; Structural design

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APA (6th Edition):

Jónsson, B. S. (2011). Prestressed BFRP tendons in concrete beams. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/9905

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):

Jónsson, Björgvin Smári. “Prestressed BFRP tendons in concrete beams.” 2011. Thesis, Reykjavík University. Accessed March 20, 2019. http://hdl.handle.net/1946/9905.

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

MLA Handbook (7th Edition):

Jónsson, Björgvin Smári. “Prestressed BFRP tendons in concrete beams.” 2011. Web. 20 Mar 2019.

Vancouver:

Jónsson BS. Prestressed BFRP tendons in concrete beams. [Internet] [Thesis]. Reykjavík University; 2011. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/1946/9905.

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

Council of Science Editors:

Jónsson BS. Prestressed BFRP tendons in concrete beams. [Thesis]. Reykjavík University; 2011. Available from: http://hdl.handle.net/1946/9905

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


Reykjavík University

6. Sigurður Unnar Sigurðsson. Near-fault ground motions and structural design issues.

Degree: 2010, Reykjavík University

Earthquake ground motions, recorded in near-fault zones differ from those observed in the far-fault regions. The most important feature of near-fault behaviour concerning the field… (more)

Subjects/Keywords: Mannvirkjagerð; Jarðskjálftar; Structural design; Earthquakes

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APA (6th Edition):

Sigurðsson, S. U. (2010). Near-fault ground motions and structural design issues. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/10221

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):

Sigurðsson, Sigurður Unnar. “Near-fault ground motions and structural design issues.” 2010. Thesis, Reykjavík University. Accessed March 20, 2019. http://hdl.handle.net/1946/10221.

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

MLA Handbook (7th Edition):

Sigurðsson, Sigurður Unnar. “Near-fault ground motions and structural design issues.” 2010. Web. 20 Mar 2019.

Vancouver:

Sigurðsson SU. Near-fault ground motions and structural design issues. [Internet] [Thesis]. Reykjavík University; 2010. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/1946/10221.

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

Council of Science Editors:

Sigurðsson SU. Near-fault ground motions and structural design issues. [Thesis]. Reykjavík University; 2010. Available from: http://hdl.handle.net/1946/10221

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. 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. “StructuralComponents: A client-server software architecture for FEM-based structural design exploration:.” 2013. Masters Thesis, Delft University of Technology. Accessed March 20, 2019. http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926.

MLA Handbook (7th Edition):

Van de Weerd, B M. “StructuralComponents: A client-server software architecture for FEM-based structural design exploration:.” 2013. Web. 20 Mar 2019.

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 2019 Mar 20]. 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


Georgia Tech

8. 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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Corman JA. A methodology for structural technology performance characterization to enable reduction of structural uncertainty. [Internet] [Doctoral dissertation]. Georgia Tech; 2017. [cited 2019 Mar 20]. 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


Ryerson University

9. 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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Vosskuehler J. Expert system for dimensioning reinforcement and connections of wood with steel. [Internet] [Thesis]. Ryerson University; 2016. [cited 2019 Mar 20]. 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


University of Southern California

10. 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/6113

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 March 20, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/305175/rec/6113.

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. 20 Mar 2019.

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 2019 Mar 20]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/305175/rec/6113.

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/6113


Delft University of Technology

11. Bovenberg, A.C. 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. “StructuralComponents 4: Conceptual building models with structural design justification:.” 2015. Masters Thesis, Delft University of Technology. Accessed March 20, 2019. http://resolver.tudelft.nl/uuid:663ca19b-ddac-4d46-8e04-1c84386d3a0c.

MLA Handbook (7th Edition):

Bovenberg, A C. “StructuralComponents 4: Conceptual building models with structural design justification:.” 2015. Web. 20 Mar 2019.

Vancouver:

Bovenberg AC. StructuralComponents 4: Conceptual building models with structural design justification:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Mar 20]. 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


University of Alberta

12. 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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Internet] [Doctoral dissertation]. University of Alberta; 2009. [cited 2019 Mar 20]. 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


Ryerson University

13. 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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Mar 20]. 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 Sydney

14. 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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Rasmussen K. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . [Internet] [Thesis]. University of Sydney; 2017. [cited 2019 Mar 20]. 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

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

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 March 20, 2019. 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. 20 Mar 2019.

Vancouver:

Li L. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2019 Mar 20]. 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


Reykjavík University

16. Arngrímur Konráðsson. Experimental Research on BFRP Confined Concrete Columns.

Degree: 2011, Reykjavík University

Eldri byggingar fullnægja í mörgum tilvikum ekki kröfum gildandi staðla auk þess sem mögulegt er að burðarkerfi þeirra hefur orðið fyrir skemmdum. Ýmsar ástæður geta… (more)

Subjects/Keywords: Burðarþol; Steinsteypa; Concrete construction; Structural design

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

APA (6th Edition):

Konráðsson, A. (2011). Experimental Research on BFRP Confined Concrete Columns. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/9902

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):

Konráðsson, Arngrímur. “Experimental Research on BFRP Confined Concrete Columns.” 2011. Thesis, Reykjavík University. Accessed March 20, 2019. http://hdl.handle.net/1946/9902.

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

MLA Handbook (7th Edition):

Konráðsson, Arngrímur. “Experimental Research on BFRP Confined Concrete Columns.” 2011. Web. 20 Mar 2019.

Vancouver:

Konráðsson A. Experimental Research on BFRP Confined Concrete Columns. [Internet] [Thesis]. Reykjavík University; 2011. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/1946/9902.

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

Council of Science Editors:

Konráðsson A. Experimental Research on BFRP Confined Concrete Columns. [Thesis]. Reykjavík University; 2011. Available from: http://hdl.handle.net/1946/9902

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


University of Pretoria

17. Otte, Eddie. A structural design procedure for cement-treated layers in pavements.

Degree: Civil Engineering, 2013, University of Pretoria

 Cement-treated materials have been used successfully in road pavements since the thirties. In the past the research developments were mainly directed towards, and the emphasis… (more)

Subjects/Keywords: Pavements; Cement-treated layers; Structural design; UCTD

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

APA (6th Edition):

Otte, E. (2013). A structural design procedure for cement-treated layers in pavements. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25062

Chicago Manual of Style (16th Edition):

Otte, Eddie. “A structural design procedure for cement-treated layers in pavements.” 2013. Doctoral Dissertation, University of Pretoria. Accessed March 20, 2019. http://hdl.handle.net/2263/25062.

MLA Handbook (7th Edition):

Otte, Eddie. “A structural design procedure for cement-treated layers in pavements.” 2013. Web. 20 Mar 2019.

Vancouver:

Otte E. A structural design procedure for cement-treated layers in pavements. [Internet] [Doctoral dissertation]. University of Pretoria; 2013. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/2263/25062.

Council of Science Editors:

Otte E. A structural design procedure for cement-treated layers in pavements. [Doctoral Dissertation]. University of Pretoria; 2013. Available from: http://hdl.handle.net/2263/25062


Addis Ababa University

18. Andinet, Zeleke. DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK .

Degree: 2013, Addis Ababa University

 Concrete slab culvert is an important structure used to convey trucks and pedestrian along a road corridor or in one of a range of other… (more)

Subjects/Keywords: Slab culverts; STRUCTURAL DESIGN; FORTRAN 95 program

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

APA (6th Edition):

Andinet, Z. (2013). DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4221

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):

Andinet, Zeleke. “DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK .” 2013. Thesis, Addis Ababa University. Accessed March 20, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4221.

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

MLA Handbook (7th Edition):

Andinet, Zeleke. “DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK .” 2013. Web. 20 Mar 2019.

Vancouver:

Andinet Z. DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Mar 20]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4221.

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

Council of Science Editors:

Andinet Z. DEVELOPMENT OF A COMPUTER PROGRAM FOR STRUCTURAL DESIGN OF CONCRETE SLAB CULVERT DECK . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4221

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


RMIT University

19. Zuo, Z. Topology optimization of periodic structures.

Degree: 2009, RMIT University

 This thesis investigates topology optimization techniques for periodic continuum structures at the macroscopic level. Periodic structures are increasingly used in the design of structural systems… (more)

Subjects/Keywords: Fields of Research; Structural design  – Data processing

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APA (6th Edition):

Zuo, Z. (2009). Topology optimization of periodic structures. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:6875

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):

Zuo, Z. “Topology optimization of periodic structures.” 2009. Thesis, RMIT University. Accessed March 20, 2019. http://researchbank.rmit.edu.au/view/rmit:6875.

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

MLA Handbook (7th Edition):

Zuo, Z. “Topology optimization of periodic structures.” 2009. Web. 20 Mar 2019.

Vancouver:

Zuo Z. Topology optimization of periodic structures. [Internet] [Thesis]. RMIT University; 2009. [cited 2019 Mar 20]. Available from: http://researchbank.rmit.edu.au/view/rmit:6875.

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

Council of Science Editors:

Zuo Z. Topology optimization of periodic structures. [Thesis]. RMIT University; 2009. Available from: http://researchbank.rmit.edu.au/view/rmit:6875

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


University of Pretoria

20. [No author]. A structural design procedure for cement-treated layers in pavements .

Degree: 2013, University of Pretoria

 Cement-treated materials have been used successfully in road pavements since the thirties. In the past the research developments were mainly directed towards, and the emphasis… (more)

Subjects/Keywords: Pavements; Cement-treated layers; Structural design; UCTD

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

APA (6th Edition):

author], [. (2013). A structural design procedure for cement-treated layers in pavements . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-05272013-130916/

Chicago Manual of Style (16th Edition):

author], [No. “A structural design procedure for cement-treated layers in pavements .” 2013. Doctoral Dissertation, University of Pretoria. Accessed March 20, 2019. http://upetd.up.ac.za/thesis/available/etd-05272013-130916/.

MLA Handbook (7th Edition):

author], [No. “A structural design procedure for cement-treated layers in pavements .” 2013. Web. 20 Mar 2019.

Vancouver:

author] [. A structural design procedure for cement-treated layers in pavements . [Internet] [Doctoral dissertation]. University of Pretoria; 2013. [cited 2019 Mar 20]. Available from: http://upetd.up.ac.za/thesis/available/etd-05272013-130916/.

Council of Science Editors:

author] [. A structural design procedure for cement-treated layers in pavements . [Doctoral Dissertation]. University of Pretoria; 2013. Available from: http://upetd.up.ac.za/thesis/available/etd-05272013-130916/


Georgia Tech

21. Noevere, August T. Rapid determination of mass and stiffness distribution on primary skin-stiffener structures.

Degree: PhD, Aerospace Engineering, 2016, Georgia Tech

 In modern conceptual/preliminary design of aerospace vehicles it is common for a large number of concepts and configurations to be rapidly explored. For each configuration,… (more)

Subjects/Keywords: Structural optimization; Stiffened panel optimization; Conceptual design

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APA (6th Edition):

Noevere, A. T. (2016). Rapid determination of mass and stiffness distribution on primary skin-stiffener structures. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/55638

Chicago Manual of Style (16th Edition):

Noevere, August T. “Rapid determination of mass and stiffness distribution on primary skin-stiffener structures.” 2016. Doctoral Dissertation, Georgia Tech. Accessed March 20, 2019. http://hdl.handle.net/1853/55638.

MLA Handbook (7th Edition):

Noevere, August T. “Rapid determination of mass and stiffness distribution on primary skin-stiffener structures.” 2016. Web. 20 Mar 2019.

Vancouver:

Noevere AT. Rapid determination of mass and stiffness distribution on primary skin-stiffener structures. [Internet] [Doctoral dissertation]. Georgia Tech; 2016. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/1853/55638.

Council of Science Editors:

Noevere AT. Rapid determination of mass and stiffness distribution on primary skin-stiffener structures. [Doctoral Dissertation]. Georgia Tech; 2016. Available from: http://hdl.handle.net/1853/55638


University of Toronto

22. Kanji, Shahil. Mechanical Aspects of Design, Analysis, and Testing for the NORSAT-1 Microsatellite.

Degree: 2015, University of Toronto

NORSAT-1 is a multi-payload microsatellite mission funded by the Norwegian Space Center, with three overall objectives: investigating solar radiation, space plasma research, and developing improved… (more)

Subjects/Keywords: Aerospace; Design; Microsatellite; NORSAT; Satellite; Structural; 0538

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

APA (6th Edition):

Kanji, S. (2015). Mechanical Aspects of Design, Analysis, and Testing for the NORSAT-1 Microsatellite. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/70383

Chicago Manual of Style (16th Edition):

Kanji, Shahil. “Mechanical Aspects of Design, Analysis, and Testing for the NORSAT-1 Microsatellite.” 2015. Masters Thesis, University of Toronto. Accessed March 20, 2019. http://hdl.handle.net/1807/70383.

MLA Handbook (7th Edition):

Kanji, Shahil. “Mechanical Aspects of Design, Analysis, and Testing for the NORSAT-1 Microsatellite.” 2015. Web. 20 Mar 2019.

Vancouver:

Kanji S. Mechanical Aspects of Design, Analysis, and Testing for the NORSAT-1 Microsatellite. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/1807/70383.

Council of Science Editors:

Kanji S. Mechanical Aspects of Design, Analysis, and Testing for the NORSAT-1 Microsatellite. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/70383


Delft University of Technology

23. Kanta, N. Design of a Thin Concrete Shell Roof for a Basketball Arena of 20,000 spectator capacity:.

Degree: 2015, Delft University of Technology

 This master thesis involves the design of a roof for a basketball arena, which has a capacity of 20,000 spectators and it needs to be… (more)

Subjects/Keywords: thin shell; nonlinear analysis; structural design

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APA (6th Edition):

Kanta, N. (2015). Design of a Thin Concrete Shell Roof for a Basketball Arena of 20,000 spectator capacity:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:86197dd9-f596-4444-86d8-1f52bf9b4926

Chicago Manual of Style (16th Edition):

Kanta, N. “Design of a Thin Concrete Shell Roof for a Basketball Arena of 20,000 spectator capacity:.” 2015. Masters Thesis, Delft University of Technology. Accessed March 20, 2019. http://resolver.tudelft.nl/uuid:86197dd9-f596-4444-86d8-1f52bf9b4926.

MLA Handbook (7th Edition):

Kanta, N. “Design of a Thin Concrete Shell Roof for a Basketball Arena of 20,000 spectator capacity:.” 2015. Web. 20 Mar 2019.

Vancouver:

Kanta N. Design of a Thin Concrete Shell Roof for a Basketball Arena of 20,000 spectator capacity:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Mar 20]. Available from: http://resolver.tudelft.nl/uuid:86197dd9-f596-4444-86d8-1f52bf9b4926.

Council of Science Editors:

Kanta N. Design of a Thin Concrete Shell Roof for a Basketball Arena of 20,000 spectator capacity:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:86197dd9-f596-4444-86d8-1f52bf9b4926


Delft University of Technology

24. Van Loenhout, M.C. Renovation of the Flour Factory 'de Sleutels' in Leiden:.

Degree: 2012, Delft University of Technology

 Currently there are a lot of vacant buildings available. To reuse these buildings, which may or may not have monumental status, the project has to… (more)

Subjects/Keywords: renovation; structural design; buildings 1900-1960; factory

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APA (6th Edition):

Van Loenhout, M. C. (2012). Renovation of the Flour Factory 'de Sleutels' in Leiden:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f8152687-a61d-4773-8304-9369eb07e18f

Chicago Manual of Style (16th Edition):

Van Loenhout, M C. “Renovation of the Flour Factory 'de Sleutels' in Leiden:.” 2012. Masters Thesis, Delft University of Technology. Accessed March 20, 2019. http://resolver.tudelft.nl/uuid:f8152687-a61d-4773-8304-9369eb07e18f.

MLA Handbook (7th Edition):

Van Loenhout, M C. “Renovation of the Flour Factory 'de Sleutels' in Leiden:.” 2012. Web. 20 Mar 2019.

Vancouver:

Van Loenhout MC. Renovation of the Flour Factory 'de Sleutels' in Leiden:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Mar 20]. Available from: http://resolver.tudelft.nl/uuid:f8152687-a61d-4773-8304-9369eb07e18f.

Council of Science Editors:

Van Loenhout MC. Renovation of the Flour Factory 'de Sleutels' in Leiden:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:f8152687-a61d-4773-8304-9369eb07e18f


Victoria University of Wellington

25. Vance, Lara. Strengthening Workspaces: Adapting Wellington’s Earthquake Prone Heritage Buildings for Co-Workspaces.

Degree: 2018, Victoria University of Wellington

 In the late 1960s the Wellington City Council surveyed all the commercial buildings in the city and marked nearly 200 as earthquake prone. The owners… (more)

Subjects/Keywords: Structural Design; Heritage; Co-Workspace; Adaptive Reuse

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APA (6th Edition):

Vance, L. (2018). Strengthening Workspaces: Adapting Wellington’s Earthquake Prone Heritage Buildings for Co-Workspaces. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/7712

Chicago Manual of Style (16th Edition):

Vance, Lara. “Strengthening Workspaces: Adapting Wellington’s Earthquake Prone Heritage Buildings for Co-Workspaces.” 2018. Masters Thesis, Victoria University of Wellington. Accessed March 20, 2019. http://hdl.handle.net/10063/7712.

MLA Handbook (7th Edition):

Vance, Lara. “Strengthening Workspaces: Adapting Wellington’s Earthquake Prone Heritage Buildings for Co-Workspaces.” 2018. Web. 20 Mar 2019.

Vancouver:

Vance L. Strengthening Workspaces: Adapting Wellington’s Earthquake Prone Heritage Buildings for Co-Workspaces. [Internet] [Masters thesis]. Victoria University of Wellington; 2018. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/10063/7712.

Council of Science Editors:

Vance L. Strengthening Workspaces: Adapting Wellington’s Earthquake Prone Heritage Buildings for Co-Workspaces. [Masters Thesis]. Victoria University of Wellington; 2018. Available from: http://hdl.handle.net/10063/7712

26. Fuerle, Fabian. Structural optimization in engineering design with a focus on process automation.

Degree: PhD, 2010, Swansea University

 The present work is concerned with the advancement of the knowledge of structural optimization in engineering design while focusing on efficient and easy to use… (more)

Subjects/Keywords: 629.8; Structural optimization; Process control; Engineering design

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APA (6th Edition):

Fuerle, F. (2010). Structural optimization in engineering design with a focus on process automation. (Doctoral Dissertation). Swansea University. Retrieved from https://cronfa.swan.ac.uk/Record/cronfa42567 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678682

Chicago Manual of Style (16th Edition):

Fuerle, Fabian. “Structural optimization in engineering design with a focus on process automation.” 2010. Doctoral Dissertation, Swansea University. Accessed March 20, 2019. https://cronfa.swan.ac.uk/Record/cronfa42567 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678682.

MLA Handbook (7th Edition):

Fuerle, Fabian. “Structural optimization in engineering design with a focus on process automation.” 2010. Web. 20 Mar 2019.

Vancouver:

Fuerle F. Structural optimization in engineering design with a focus on process automation. [Internet] [Doctoral dissertation]. Swansea University; 2010. [cited 2019 Mar 20]. Available from: https://cronfa.swan.ac.uk/Record/cronfa42567 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678682.

Council of Science Editors:

Fuerle F. Structural optimization in engineering design with a focus on process automation. [Doctoral Dissertation]. Swansea University; 2010. Available from: https://cronfa.swan.ac.uk/Record/cronfa42567 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678682


University of Illinois – Urbana-Champaign

27. Krishnan, Sudarshan. Prestressed cable domes: structural behavior and design.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 The introduction of tension as the predominant means of load transfer offers the potential for using less material to carry more loads. Cable domes are… (more)

Subjects/Keywords: elastic design; structural behavior; prestressing; cable domes

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APA (6th Edition):

Krishnan, S. (2015). Prestressed cable domes: structural behavior and design. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78294

Chicago Manual of Style (16th Edition):

Krishnan, Sudarshan. “Prestressed cable domes: structural behavior and design.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed March 20, 2019. http://hdl.handle.net/2142/78294.

MLA Handbook (7th Edition):

Krishnan, Sudarshan. “Prestressed cable domes: structural behavior and design.” 2015. Web. 20 Mar 2019.

Vancouver:

Krishnan S. Prestressed cable domes: structural behavior and design. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/2142/78294.

Council of Science Editors:

Krishnan S. Prestressed cable domes: structural behavior and design. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78294


University of Johannesburg

28. Liebenberg, Willem Adriaan. Behaviour and load capacities of cast-in recoverable anchor screws.

Degree: 2014, University of Johannesburg

M.Tech. (Civil Engineering)

Recoverable anchor screws are widely used in the construction of massive concrete structures such as dams, channels, tunnels and multi-story buildings to… (more)

Subjects/Keywords: Anchorage (Structural engineering); Concrete construction; Fasteners - Design

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APA (6th Edition):

Liebenberg, W. A. (2014). Behaviour and load capacities of cast-in recoverable anchor screws. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/10814

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):

Liebenberg, Willem Adriaan. “Behaviour and load capacities of cast-in recoverable anchor screws.” 2014. Thesis, University of Johannesburg. Accessed March 20, 2019. http://hdl.handle.net/10210/10814.

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

MLA Handbook (7th Edition):

Liebenberg, Willem Adriaan. “Behaviour and load capacities of cast-in recoverable anchor screws.” 2014. Web. 20 Mar 2019.

Vancouver:

Liebenberg WA. Behaviour and load capacities of cast-in recoverable anchor screws. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/10210/10814.

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

Council of Science Editors:

Liebenberg WA. Behaviour and load capacities of cast-in recoverable anchor screws. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/10814

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


University of Canterbury

29. Costello, Reuben Shaun. The Fire Performance of Post-Tensioned Timber Buildings.

Degree: Civil and Natural Resources Engineeirng, 2013, University of Canterbury

 Post-tensioned timber buildings utilise a new construction technique developed largely as part of research undertaken at the University of Canterbury. Timber buildings are constructed using… (more)

Subjects/Keywords: post-tensioned timber; fire resistance; structural design; structural response; performance-based design; LVL; ISO834

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APA (6th Edition):

Costello, R. S. (2013). The Fire Performance of Post-Tensioned Timber Buildings. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9975

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):

Costello, Reuben Shaun. “The Fire Performance of Post-Tensioned Timber Buildings.” 2013. Thesis, University of Canterbury. Accessed March 20, 2019. http://hdl.handle.net/10092/9975.

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

MLA Handbook (7th Edition):

Costello, Reuben Shaun. “The Fire Performance of Post-Tensioned Timber Buildings.” 2013. Web. 20 Mar 2019.

Vancouver:

Costello RS. The Fire Performance of Post-Tensioned Timber Buildings. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/10092/9975.

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

Council of Science Editors:

Costello RS. The Fire Performance of Post-Tensioned Timber Buildings. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/9975

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

30. Munro, Dirk Pieter. A direct approach to structural topology optimization.

Degree: PhD, Mechanical and Mechatronic Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: This dissertation addresses various topics that emerge from the unification of conventional structural optimization—based on ‘sequential approximate optimization’ (SAO)—with the alternative ‘direct’—or ‘simultaneous… (more)

Subjects/Keywords: Structural design.; SAO (Sequential approximation optimization); Convex programming; Design services; Structural optimization; UCTD

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APA (6th Edition):

Munro, D. P. (2017). A direct approach to structural topology optimization. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/101051

Chicago Manual of Style (16th Edition):

Munro, Dirk Pieter. “A direct approach to structural topology optimization.” 2017. Doctoral Dissertation, Stellenbosch University. Accessed March 20, 2019. http://hdl.handle.net/10019.1/101051.

MLA Handbook (7th Edition):

Munro, Dirk Pieter. “A direct approach to structural topology optimization.” 2017. Web. 20 Mar 2019.

Vancouver:

Munro DP. A direct approach to structural topology optimization. [Internet] [Doctoral dissertation]. Stellenbosch University; 2017. [cited 2019 Mar 20]. Available from: http://hdl.handle.net/10019.1/101051.

Council of Science Editors:

Munro DP. A direct approach to structural topology optimization. [Doctoral Dissertation]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/101051

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