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You searched for subject:(buckling). Showing records 1 – 30 of 887 total matches.

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University of New South Wales

1. Yang, Yang. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.

Degree: Civil & Environmental Engineering, 2018, University of New South Wales

 This thesis presents a finite element model for the analysis of concrete pavement blow-ups which are also known as concrete pavement thermal buckles. Concrete blow-ups… (more)

Subjects/Keywords: concrete pavement; buckling; thermal buckling

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APA (6th Edition):

Yang, Y. (2018). Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yang, Yang. “Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.” 2018. Masters Thesis, University of New South Wales. Accessed September 23, 2019. http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yang, Yang. “Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.” 2018. Web. 23 Sep 2019.

Vancouver:

Yang Y. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. [Internet] [Masters thesis]. University of New South Wales; 2018. [cited 2019 Sep 23]. Available from: http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true.

Council of Science Editors:

Yang Y. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. [Masters Thesis]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true


University of Utah

2. Ghatole, Anurag. Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces.

Degree: MS;, Civil & Environmental Engineering;, 2009, University of Utah

 Improving the performance of buckling restraint braces and having uniformity in their performance in a particular structural system can further improve the life of a… (more)

Subjects/Keywords: Framing; Buckling

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APA (6th Edition):

Ghatole, A. (2009). Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492

Chicago Manual of Style (16th Edition):

Ghatole, Anurag. “Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces.” 2009. Masters Thesis, University of Utah. Accessed September 23, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492.

MLA Handbook (7th Edition):

Ghatole, Anurag. “Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces.” 2009. Web. 23 Sep 2019.

Vancouver:

Ghatole A. Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces. [Internet] [Masters thesis]. University of Utah; 2009. [cited 2019 Sep 23]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492.

Council of Science Editors:

Ghatole A. Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces. [Masters Thesis]. University of Utah; 2009. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492


KTH

3. Fallqvist, Björn. Collapse of thick deepwater pipelines due to hydrostatic pressure.

Degree: Solid Mechanics (Dept.), 2009, KTH

  The collapse-behaviour of pipes was to be studied by use of Finite Element modelling.Existing analytical expressions for collapse were evaluated and especially the one… (more)

Subjects/Keywords: buckling; pipelines

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APA (6th Edition):

Fallqvist, B. (2009). Collapse of thick deepwater pipelines due to hydrostatic pressure. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084

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):

Fallqvist, Björn. “Collapse of thick deepwater pipelines due to hydrostatic pressure.” 2009. Thesis, KTH. Accessed September 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084.

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

MLA Handbook (7th Edition):

Fallqvist, Björn. “Collapse of thick deepwater pipelines due to hydrostatic pressure.” 2009. Web. 23 Sep 2019.

Vancouver:

Fallqvist B. Collapse of thick deepwater pipelines due to hydrostatic pressure. [Internet] [Thesis]. KTH; 2009. [cited 2019 Sep 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084.

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

Council of Science Editors:

Fallqvist B. Collapse of thick deepwater pipelines due to hydrostatic pressure. [Thesis]. KTH; 2009. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084

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


University of Texas – Austin

4. -3499-2066. Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling.

Degree: MSin Engineering, Petroleum engineering, 2016, University of Texas – Austin

 Sucker rod pumps has been the most commonly used pumps in the petroleum industry. Therefore, many studies associated with sucker rods focuses on maximizing the… (more)

Subjects/Keywords: Rod; Buckling

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APA (6th Edition):

-3499-2066. (2016). Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/43616

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-3499-2066. “Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling.” 2016. Masters Thesis, University of Texas – Austin. Accessed September 23, 2019. http://hdl.handle.net/2152/43616.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-3499-2066. “Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling.” 2016. Web. 23 Sep 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-3499-2066. Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/2152/43616.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-3499-2066. Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/43616

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Akron

5. Paudel, Naba Raj. TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE.

Degree: MS, Physics, 2007, University of Akron

 Carbon nanotubes (CNTs) have attracted great interest because of their excellent mechanical, electrical and chemical properties. With the development of new experimental techniques, the buckling(more)

Subjects/Keywords: nanotube; deformation; buckling

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APA (6th Edition):

Paudel, N. R. (2007). TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606

Chicago Manual of Style (16th Edition):

Paudel, Naba Raj. “TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE.” 2007. Masters Thesis, University of Akron. Accessed September 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606.

MLA Handbook (7th Edition):

Paudel, Naba Raj. “TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE.” 2007. Web. 23 Sep 2019.

Vancouver:

Paudel NR. TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE. [Internet] [Masters thesis]. University of Akron; 2007. [cited 2019 Sep 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606.

Council of Science Editors:

Paudel NR. TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE. [Masters Thesis]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606


University of Houston

6. Li, Changning. Comprehensive Model for Effect of Dual String Interaction on Buckling in Vertical Wells.

Degree: Petroleum Engineering, Department of, 2016, University of Houston

 Drill string buckling has always been an important subject in a well completion design. Oil wells typically have multiple concentric casing strings. In common practice… (more)

Subjects/Keywords: Buckling; Dual String

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APA (6th Edition):

Li, C. (2016). Comprehensive Model for Effect of Dual String Interaction on Buckling in Vertical Wells. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3534

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):

Li, Changning. “Comprehensive Model for Effect of Dual String Interaction on Buckling in Vertical Wells.” 2016. Thesis, University of Houston. Accessed September 23, 2019. http://hdl.handle.net/10657/3534.

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

MLA Handbook (7th Edition):

Li, Changning. “Comprehensive Model for Effect of Dual String Interaction on Buckling in Vertical Wells.” 2016. Web. 23 Sep 2019.

Vancouver:

Li C. Comprehensive Model for Effect of Dual String Interaction on Buckling in Vertical Wells. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/10657/3534.

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

Council of Science Editors:

Li C. Comprehensive Model for Effect of Dual String Interaction on Buckling in Vertical Wells. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3534

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


Virginia Tech

7. Smith, Frank Harrison. Elastic buckling solutions for thin-walled metal columns with perforation patterns.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 Presented are approximate finite strip methods for use in predicting elastic buckling strength of cold-formed steel columns. These methods were developed by examining elemental behavior… (more)

Subjects/Keywords: elastic buckling; perforation; hole; finite strip analysis; local buckling; global buckling; distortional buckling; pallet rack

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APA (6th Edition):

Smith, F. H. (2013). Elastic buckling solutions for thin-walled metal columns with perforation patterns. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23680

Chicago Manual of Style (16th Edition):

Smith, Frank Harrison. “Elastic buckling solutions for thin-walled metal columns with perforation patterns.” 2013. Masters Thesis, Virginia Tech. Accessed September 23, 2019. http://hdl.handle.net/10919/23680.

MLA Handbook (7th Edition):

Smith, Frank Harrison. “Elastic buckling solutions for thin-walled metal columns with perforation patterns.” 2013. Web. 23 Sep 2019.

Vancouver:

Smith FH. Elastic buckling solutions for thin-walled metal columns with perforation patterns. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/10919/23680.

Council of Science Editors:

Smith FH. Elastic buckling solutions for thin-walled metal columns with perforation patterns. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23680


Virginia Tech

8. Cai, Junle. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 Most thin-walled metallic structural members experience some extent of interactive buckling that corrodes the load carrying capacity. Current design methods predict the strength of thin-walled… (more)

Subjects/Keywords: Thin-walled structures; Elastic buckling; Perforations; Holes; Generalized beam theory; Buckling mode decomposition; Post-buckling

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APA (6th Edition):

Cai, J. (2017). Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/75055

Chicago Manual of Style (16th Edition):

Cai, Junle. “Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory.” 2017. Doctoral Dissertation, Virginia Tech. Accessed September 23, 2019. http://hdl.handle.net/10919/75055.

MLA Handbook (7th Edition):

Cai, Junle. “Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory.” 2017. Web. 23 Sep 2019.

Vancouver:

Cai J. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/10919/75055.

Council of Science Editors:

Cai J. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/75055


Delft University of Technology

9. Chullabrahm, P. Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:.

Degree: 2015, Delft University of Technology

 Submarine pipeline is an important part of offshore oil and gas projects for fluid transmission purpose. Installation of pipelines, especially in deep water, can induce… (more)

Subjects/Keywords: buckling behaviour; miss-alignment pipe; finite element analysis; local buckling; buckling failure; ABAQUS

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APA (6th Edition):

Chullabrahm, P. (2015). Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee

Chicago Manual of Style (16th Edition):

Chullabrahm, P. “Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:.” 2015. Masters Thesis, Delft University of Technology. Accessed September 23, 2019. http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee.

MLA Handbook (7th Edition):

Chullabrahm, P. “Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:.” 2015. Web. 23 Sep 2019.

Vancouver:

Chullabrahm P. Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee.

Council of Science Editors:

Chullabrahm P. Investigation of buckling behaviour of pipe sections including simplified girthweld geometry with miss-alignment:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:fb6adf30-ae9a-4c9e-a66e-72f24067e7ee

10. Pappa, Patricia. Numerical simulation of inelastic shell buckling and post-buckling behavior.

Degree: 2016, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας

The research in the present dissertation is aimed at developing advanced numerical tools for the simulation of shell buckling and post-buckling behavior, in the inelastic… (more)

Subjects/Keywords: Λυγισμός κελυφών; Shell Buckling

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APA (6th Edition):

Pappa, P. (2016). Numerical simulation of inelastic shell buckling and post-buckling behavior. (Thesis). University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Retrieved from http://hdl.handle.net/10442/hedi/38417

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):

Pappa, Patricia. “Numerical simulation of inelastic shell buckling and post-buckling behavior.” 2016. Thesis, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Accessed September 23, 2019. http://hdl.handle.net/10442/hedi/38417.

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

MLA Handbook (7th Edition):

Pappa, Patricia. “Numerical simulation of inelastic shell buckling and post-buckling behavior.” 2016. Web. 23 Sep 2019.

Vancouver:

Pappa P. Numerical simulation of inelastic shell buckling and post-buckling behavior. [Internet] [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2016. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/10442/hedi/38417.

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

Council of Science Editors:

Pappa P. Numerical simulation of inelastic shell buckling and post-buckling behavior. [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2016. Available from: http://hdl.handle.net/10442/hedi/38417

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


University of Alberta

11. Bhattacharya, Sanjay. Buckling of a thin, viscous film in an axisymmetric geometry.

Degree: MS, Department of Mechanical Engineering, 2012, University of Alberta

 An experimental study of the shear-induced buckling of a thin, viscous film in an axisymmetric geometry is presented. Rotating the inner boundary relative to a… (more)

Subjects/Keywords: viscous; shear; buckling; aximmetric

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APA (6th Edition):

Bhattacharya, S. (2012). Buckling of a thin, viscous film in an axisymmetric geometry. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/zk51vh694

Chicago Manual of Style (16th Edition):

Bhattacharya, Sanjay. “Buckling of a thin, viscous film in an axisymmetric geometry.” 2012. Masters Thesis, University of Alberta. Accessed September 23, 2019. https://era.library.ualberta.ca/files/zk51vh694.

MLA Handbook (7th Edition):

Bhattacharya, Sanjay. “Buckling of a thin, viscous film in an axisymmetric geometry.” 2012. Web. 23 Sep 2019.

Vancouver:

Bhattacharya S. Buckling of a thin, viscous film in an axisymmetric geometry. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2019 Sep 23]. Available from: https://era.library.ualberta.ca/files/zk51vh694.

Council of Science Editors:

Bhattacharya S. Buckling of a thin, viscous film in an axisymmetric geometry. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/zk51vh694


University of Manchester

12. Thorpe, Maria Anastasia. Deformation and buckling of isolated and interacting thin shells in an elastic medium.

Degree: 2016, University of Manchester

This thesis 'Deformation and buckling of isolated and interacting thin shells in an elastic medium', is submitted by Maria Thorpe to The University of Manchester… (more)

Subjects/Keywords: buckling; embedded shells; interaction

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APA (6th Edition):

Thorpe, M. A. (2016). Deformation and buckling of isolated and interacting thin shells in an elastic medium. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750

Chicago Manual of Style (16th Edition):

Thorpe, Maria Anastasia. “Deformation and buckling of isolated and interacting thin shells in an elastic medium.” 2016. Doctoral Dissertation, University of Manchester. Accessed September 23, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750.

MLA Handbook (7th Edition):

Thorpe, Maria Anastasia. “Deformation and buckling of isolated and interacting thin shells in an elastic medium.” 2016. Web. 23 Sep 2019.

Vancouver:

Thorpe MA. Deformation and buckling of isolated and interacting thin shells in an elastic medium. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2019 Sep 23]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750.

Council of Science Editors:

Thorpe MA. Deformation and buckling of isolated and interacting thin shells in an elastic medium. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750


Oregon State University

13. Cato, Stuart Leslie. Web buckling failure of built-up girders with rectangular holes.

Degree: MS, Civil Engineering, 1964, Oregon State University

 This thesis investigated the methods of failure in the webs of built up girders. The beams had rectangular holes five and one-half inches wide and… (more)

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

Cato, S. L. (1964). Web buckling failure of built-up girders with rectangular holes. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/48839

Chicago Manual of Style (16th Edition):

Cato, Stuart Leslie. “Web buckling failure of built-up girders with rectangular holes.” 1964. Masters Thesis, Oregon State University. Accessed September 23, 2019. http://hdl.handle.net/1957/48839.

MLA Handbook (7th Edition):

Cato, Stuart Leslie. “Web buckling failure of built-up girders with rectangular holes.” 1964. Web. 23 Sep 2019.

Vancouver:

Cato SL. Web buckling failure of built-up girders with rectangular holes. [Internet] [Masters thesis]. Oregon State University; 1964. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/1957/48839.

Council of Science Editors:

Cato SL. Web buckling failure of built-up girders with rectangular holes. [Masters Thesis]. Oregon State University; 1964. Available from: http://hdl.handle.net/1957/48839


Oregon State University

14. Balch, Robert Lyle. An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions.

Degree: MS, Aeronautical Engineering, 1958, Oregon State University

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

Balch, R. L. (1958). An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49943

Chicago Manual of Style (16th Edition):

Balch, Robert Lyle. “An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions.” 1958. Masters Thesis, Oregon State University. Accessed September 23, 2019. http://hdl.handle.net/1957/49943.

MLA Handbook (7th Edition):

Balch, Robert Lyle. “An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions.” 1958. Web. 23 Sep 2019.

Vancouver:

Balch RL. An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions. [Internet] [Masters thesis]. Oregon State University; 1958. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/1957/49943.

Council of Science Editors:

Balch RL. An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions. [Masters Thesis]. Oregon State University; 1958. Available from: http://hdl.handle.net/1957/49943


University of British Columbia

15. De Vall, Ronald H. The lateral-torsional buckling of doubly symmetric wide flange sections .

Degree: 1968, University of British Columbia

 In this thesis, a stiffness matrix which includes the non-linear effects of principal plane shears, moments and axial loads on lateral and torsional deflections is… (more)

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

De Vall, R. H. (1968). The lateral-torsional buckling of doubly symmetric wide flange sections . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/36075

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):

De Vall, Ronald H. “The lateral-torsional buckling of doubly symmetric wide flange sections .” 1968. Thesis, University of British Columbia. Accessed September 23, 2019. http://hdl.handle.net/2429/36075.

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

MLA Handbook (7th Edition):

De Vall, Ronald H. “The lateral-torsional buckling of doubly symmetric wide flange sections .” 1968. Web. 23 Sep 2019.

Vancouver:

De Vall RH. The lateral-torsional buckling of doubly symmetric wide flange sections . [Internet] [Thesis]. University of British Columbia; 1968. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/2429/36075.

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

Council of Science Editors:

De Vall RH. The lateral-torsional buckling of doubly symmetric wide flange sections . [Thesis]. University of British Columbia; 1968. Available from: http://hdl.handle.net/2429/36075

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


Delft University of Technology

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

Degree: 2014, Delft University of Technology

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

Subjects/Keywords: plate buckling; slender stiffeners

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Beju, D A. “Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:.” 2014. Masters Thesis, Delft University of Technology. Accessed September 23, 2019. http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd.

MLA Handbook (7th Edition):

Beju, D A. “Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:.” 2014. Web. 23 Sep 2019.

Vancouver:

Beju DA. Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd.

Council of Science Editors:

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


Delft University of Technology

17. Tang, J. Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells):.

Degree: 2015, Delft University of Technology

 Variable-stiffness panels have previously shown enhanced buckling performance compared to constant-stiffness panels, due to the beneficial load and stiffness redistribution. Two semianalytical models based on… (more)

Subjects/Keywords: buckling; shell; composite; variable stiffness

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

APA (6th Edition):

Tang, J. (2015). Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells):. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43

Chicago Manual of Style (16th Edition):

Tang, J. “Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells):.” 2015. Masters Thesis, Delft University of Technology. Accessed September 23, 2019. http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43.

MLA Handbook (7th Edition):

Tang, J. “Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells):.” 2015. Web. 23 Sep 2019.

Vancouver:

Tang J. Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells):. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43.

Council of Science Editors:

Tang J. Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells):. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43


McGill University

18. Yang, Yongchang, 1965-. Elastic-plastic buckling of infinitely long plates resting on tensionless foundations.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics., 2007, McGill University

 There is a class of plate buckling problems in which buckling occurs in the presence of a constraining medium. This type of buckling has been… (more)

Subjects/Keywords: Buckling (Mechanics)

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

APA (6th Edition):

Yang, Yongchang, 1. (2007). Elastic-plastic buckling of infinitely long plates resting on tensionless foundations. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile100237.pdf

Chicago Manual of Style (16th Edition):

Yang, Yongchang, 1965-. “Elastic-plastic buckling of infinitely long plates resting on tensionless foundations.” 2007. Masters Thesis, McGill University. Accessed September 23, 2019. http://digitool.library.mcgill.ca/thesisfile100237.pdf.

MLA Handbook (7th Edition):

Yang, Yongchang, 1965-. “Elastic-plastic buckling of infinitely long plates resting on tensionless foundations.” 2007. Web. 23 Sep 2019.

Vancouver:

Yang, Yongchang 1. Elastic-plastic buckling of infinitely long plates resting on tensionless foundations. [Internet] [Masters thesis]. McGill University; 2007. [cited 2019 Sep 23]. Available from: http://digitool.library.mcgill.ca/thesisfile100237.pdf.

Council of Science Editors:

Yang, Yongchang 1. Elastic-plastic buckling of infinitely long plates resting on tensionless foundations. [Masters Thesis]. McGill University; 2007. Available from: http://digitool.library.mcgill.ca/thesisfile100237.pdf


University of British Columbia

19. Choukalos, William. Buckling of a ring in an elastic foundation .

Degree: 1964, University of British Columbia

 This thesis derives the differential equation for the in plane extentionless buckling of a ring in an elastic foundation. The elastic foundation can exert forces… (more)

Subjects/Keywords: Buckling (Mechanics)

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

APA (6th Edition):

Choukalos, W. (1964). Buckling of a ring in an elastic foundation . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/39691

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):

Choukalos, William. “Buckling of a ring in an elastic foundation .” 1964. Thesis, University of British Columbia. Accessed September 23, 2019. http://hdl.handle.net/2429/39691.

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

MLA Handbook (7th Edition):

Choukalos, William. “Buckling of a ring in an elastic foundation .” 1964. Web. 23 Sep 2019.

Vancouver:

Choukalos W. Buckling of a ring in an elastic foundation . [Internet] [Thesis]. University of British Columbia; 1964. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/2429/39691.

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

Council of Science Editors:

Choukalos W. Buckling of a ring in an elastic foundation . [Thesis]. University of British Columbia; 1964. Available from: http://hdl.handle.net/2429/39691

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


University of Alberta

20. Fathi, Ali. Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines.

Degree: PhD, Department of Civil and Environmental Engineering, 2012, University of Alberta

 This research investigates the buckling response of high strength steel (HSS) pipes with anisotropic material properties. The stress-strain responses of eight material types of grades… (more)

Subjects/Keywords: High Strength Steel Pipelines; Local Buckling; Critical Buckling Strain

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

APA (6th Edition):

Fathi, A. (2012). Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/rx913r46c

Chicago Manual of Style (16th Edition):

Fathi, Ali. “Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines.” 2012. Doctoral Dissertation, University of Alberta. Accessed September 23, 2019. https://era.library.ualberta.ca/files/rx913r46c.

MLA Handbook (7th Edition):

Fathi, Ali. “Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines.” 2012. Web. 23 Sep 2019.

Vancouver:

Fathi A. Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines. [Internet] [Doctoral dissertation]. University of Alberta; 2012. [cited 2019 Sep 23]. Available from: https://era.library.ualberta.ca/files/rx913r46c.

Council of Science Editors:

Fathi A. Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines. [Doctoral Dissertation]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/rx913r46c


University of Manchester

21. Chilo, Marco. Techniques of meso-scale measurement of fibre assemblies.

Degree: PhD, 2013, University of Manchester

 The objective of this research project is to investigate novel concepts of determining fibre assembly mechanical properties at woven fabric at meso-scale, viz. yarns and… (more)

Subjects/Keywords: Meso-scale; Buckling; Modified-buckling; Yarn compression; Yarn Torsion

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APA (6th Edition):

Chilo, M. (2013). Techniques of meso-scale measurement of fibre assemblies. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:185838 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568646

Chicago Manual of Style (16th Edition):

Chilo, Marco. “Techniques of meso-scale measurement of fibre assemblies.” 2013. Doctoral Dissertation, University of Manchester. Accessed September 23, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:185838 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568646.

MLA Handbook (7th Edition):

Chilo, Marco. “Techniques of meso-scale measurement of fibre assemblies.” 2013. Web. 23 Sep 2019.

Vancouver:

Chilo M. Techniques of meso-scale measurement of fibre assemblies. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2019 Sep 23]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:185838 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568646.

Council of Science Editors:

Chilo M. Techniques of meso-scale measurement of fibre assemblies. [Doctoral Dissertation]. University of Manchester; 2013. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:185838 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568646


Linnaeus University

22. Hirani, Aliasgar; John, George. Resistance of Members to Flexural Buckling According to Eurocode 3 : - Focus on Imperfections .

Degree: Mechanical Engineering, 2015, Linnaeus University

  This work focuses mainly on the resistance of members to flexural buckling according to Eurocode 3. The work provides the mathematical backgrounds to the… (more)

Subjects/Keywords: buckling curves; buckling resistance; Eigen-value; Eurocode 3; flexural

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

APA (6th Edition):

Hirani, Aliasgar; John, G. (2015). Resistance of Members to Flexural Buckling According to Eurocode 3 : - Focus on Imperfections . (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-46636

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):

Hirani, Aliasgar; John, George. “Resistance of Members to Flexural Buckling According to Eurocode 3 : - Focus on Imperfections .” 2015. Thesis, Linnaeus University. Accessed September 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-46636.

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

MLA Handbook (7th Edition):

Hirani, Aliasgar; John, George. “Resistance of Members to Flexural Buckling According to Eurocode 3 : - Focus on Imperfections .” 2015. Web. 23 Sep 2019.

Vancouver:

Hirani, Aliasgar; John G. Resistance of Members to Flexural Buckling According to Eurocode 3 : - Focus on Imperfections . [Internet] [Thesis]. Linnaeus University; 2015. [cited 2019 Sep 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-46636.

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

Council of Science Editors:

Hirani, Aliasgar; John G. Resistance of Members to Flexural Buckling According to Eurocode 3 : - Focus on Imperfections . [Thesis]. Linnaeus University; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-46636

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


Luleå University of Technology

23. Back, Per-Emil. Deformation behaviour of an energy absorber.

Degree: 2010, Luleå University of Technology

Detta examensarbete är utfört vid Gestamp R&D i Luleå och har fokuserat på designen av energi absorbenterna i stötfångar system. Dessa energi absorbenter är… (more)

Subjects/Keywords: Technology; energy absorbers; buckling theory; buckling analysis; deformation behaviour; Teknik

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

APA (6th Edition):

Back, P. (2010). Deformation behaviour of an energy absorber. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43828

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):

Back, Per-Emil. “Deformation behaviour of an energy absorber.” 2010. Thesis, Luleå University of Technology. Accessed September 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43828.

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

MLA Handbook (7th Edition):

Back, Per-Emil. “Deformation behaviour of an energy absorber.” 2010. Web. 23 Sep 2019.

Vancouver:

Back P. Deformation behaviour of an energy absorber. [Internet] [Thesis]. Luleå University of Technology; 2010. [cited 2019 Sep 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43828.

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

Council of Science Editors:

Back P. Deformation behaviour of an energy absorber. [Thesis]. Luleå University of Technology; 2010. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43828

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


University of Sydney

24. Trouncer, Adam Nevil. Steel storage racks with locally unstable members .

Degree: 2014, University of Sydney

 This thesis presents comprehensive studies into locally unstable light-gauge steel structures. The aim of this project was to create guidelines for the design of thin-walled… (more)

Subjects/Keywords: Steel storage racks; Interactive buckling; Flexural-torsional buckling; Cross-sectional imperfections

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

APA (6th Edition):

Trouncer, A. N. (2014). Steel storage racks with locally unstable members . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/11814

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):

Trouncer, Adam Nevil. “Steel storage racks with locally unstable members .” 2014. Thesis, University of Sydney. Accessed September 23, 2019. http://hdl.handle.net/2123/11814.

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

MLA Handbook (7th Edition):

Trouncer, Adam Nevil. “Steel storage racks with locally unstable members .” 2014. Web. 23 Sep 2019.

Vancouver:

Trouncer AN. Steel storage racks with locally unstable members . [Internet] [Thesis]. University of Sydney; 2014. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/2123/11814.

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

Council of Science Editors:

Trouncer AN. Steel storage racks with locally unstable members . [Thesis]. University of Sydney; 2014. Available from: http://hdl.handle.net/2123/11814

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


University of Plymouth

25. Cheng, Shanshan. Fire performance of cold-formed steel sections.

Degree: PhD, 2015, University of Plymouth

 Thin-walled cold-formed steel (CFS) has exhibited inherent structural and architectural advantages over other constructional materials, for example, high strength-to-weight ratio, ease of fabrication, economy in… (more)

Subjects/Keywords: 624.1; cold-formed steel sections; thin-walled structures; channel-section; fire; elevated temperatures; non-uniform temperature distributions; pre-buckling; buckling; post-buckling; failure model; ultimate capacity; local buckling; distortional buckling; lateral-torsional buckling; flexural buckling; finite strip method; finite element method; direct strength method; analytical method

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APA (6th Edition):

Cheng, S. (2015). Fire performance of cold-formed steel sections. (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/3316

Chicago Manual of Style (16th Edition):

Cheng, Shanshan. “Fire performance of cold-formed steel sections.” 2015. Doctoral Dissertation, University of Plymouth. Accessed September 23, 2019. http://hdl.handle.net/10026.1/3316.

MLA Handbook (7th Edition):

Cheng, Shanshan. “Fire performance of cold-formed steel sections.” 2015. Web. 23 Sep 2019.

Vancouver:

Cheng S. Fire performance of cold-formed steel sections. [Internet] [Doctoral dissertation]. University of Plymouth; 2015. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/10026.1/3316.

Council of Science Editors:

Cheng S. Fire performance of cold-formed steel sections. [Doctoral Dissertation]. University of Plymouth; 2015. Available from: http://hdl.handle.net/10026.1/3316


Virginia Tech

26. Ghosh, Biswarup. Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels.

Degree: MS, Aerospace and Ocean Engineering, 2003, Virginia Tech

 In this thesis improved expressions for elastic local plate buckling and overall panel buckling of uniaxially compressed T-stiffened panels are developed and validated with 55… (more)

Subjects/Keywords: Panel Ultimate Strength; Interactive Buckling; Panel Buckling; Plate Buckling

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

APA (6th Edition):

Ghosh, B. (2003). Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31803

Chicago Manual of Style (16th Edition):

Ghosh, Biswarup. “Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels.” 2003. Masters Thesis, Virginia Tech. Accessed September 23, 2019. http://hdl.handle.net/10919/31803.

MLA Handbook (7th Edition):

Ghosh, Biswarup. “Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels.” 2003. Web. 23 Sep 2019.

Vancouver:

Ghosh B. Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/10919/31803.

Council of Science Editors:

Ghosh B. Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/31803

27. Van Ham, A. Interaction between plate and column buckling:.

Degree: 2012, Delft University of Technology

The interaction between plate buckling and column buckling has been studied. Also a design recommendation is made for engineers working with class 4 cross-sections. Advisors/Committee Members: Bijlaard, F.S.K., Abspoel, R., Hoogenboom, P.C.J., Reusink, J.H., Houben, L.J.M..

Subjects/Keywords: plate buckling; column buckling; interaction; buckling; plooistabiliteit

…Alex van Ham Interaction between plate and column buckling 12 januari 2012 Table of… …16 Chapter 2: Buckling… …19 Buckling… …23 Derivation column buckling… …24 Derivation lateral torsional buckling… 

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APA (6th Edition):

Van Ham, A. (2012). Interaction between plate and column buckling:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662

Chicago Manual of Style (16th Edition):

Van Ham, A. “Interaction between plate and column buckling:.” 2012. Masters Thesis, Delft University of Technology. Accessed September 23, 2019. http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662.

MLA Handbook (7th Edition):

Van Ham, A. “Interaction between plate and column buckling:.” 2012. Web. 23 Sep 2019.

Vancouver:

Van Ham A. Interaction between plate and column buckling:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662.

Council of Science Editors:

Van Ham A. Interaction between plate and column buckling:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662


Delft University of Technology

28. Ye, F. Local Buckling Analysis of Thin-Wall Shell Structures:.

Degree: 2015, Delft University of Technology

 This master thesis presents research into buckling of thin hyperboloid shells structures. This type of structure is typically applied as the large cooling towers at… (more)

Subjects/Keywords: shell; buckling; arc length; finite element analysis; geometric nonlinear buckling analysis; koiter; curve fitting; buckling load path

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

APA (6th Edition):

Ye, F. (2015). Local Buckling Analysis of Thin-Wall Shell Structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515

Chicago Manual of Style (16th Edition):

Ye, F. “Local Buckling Analysis of Thin-Wall Shell Structures:.” 2015. Masters Thesis, Delft University of Technology. Accessed September 23, 2019. http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515.

MLA Handbook (7th Edition):

Ye, F. “Local Buckling Analysis of Thin-Wall Shell Structures:.” 2015. Web. 23 Sep 2019.

Vancouver:

Ye F. Local Buckling Analysis of Thin-Wall Shell Structures:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Sep 23]. Available from: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515.

Council of Science Editors:

Ye F. Local Buckling Analysis of Thin-Wall Shell Structures:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515


University of Sydney

29. Becque, Jurgen. The interaction of local and overall buckling of cold-formed stainless steel columns.

Degree: 2008, University of Sydney

 Abstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes… (more)

Subjects/Keywords: stainless steel; columns; interaction buckling; local buckling; overall buckling

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

APA (6th Edition):

Becque, J. (2008). The interaction of local and overall buckling of cold-formed stainless steel columns. (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/3772

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):

Becque, Jurgen. “The interaction of local and overall buckling of cold-formed stainless steel columns. ” 2008. Thesis, University of Sydney. Accessed September 23, 2019. http://hdl.handle.net/2123/3772.

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

MLA Handbook (7th Edition):

Becque, Jurgen. “The interaction of local and overall buckling of cold-formed stainless steel columns. ” 2008. Web. 23 Sep 2019.

Vancouver:

Becque J. The interaction of local and overall buckling of cold-formed stainless steel columns. [Internet] [Thesis]. University of Sydney; 2008. [cited 2019 Sep 23]. Available from: http://hdl.handle.net/2123/3772.

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

Council of Science Editors:

Becque J. The interaction of local and overall buckling of cold-formed stainless steel columns. [Thesis]. University of Sydney; 2008. Available from: http://hdl.handle.net/2123/3772

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


The Ohio State University

30. Du, Hung-Yih Isaac. Vibration and buckling of geometrically imperfect laminated cylindrical shells.

Degree: PhD, Graduate School, 1987, The Ohio State University

Subjects/Keywords: Engineering; Shells; Buckling

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APA (6th Edition):

Du, H. I. (1987). Vibration and buckling of geometrically imperfect laminated cylindrical shells. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487326511716282

Chicago Manual of Style (16th Edition):

Du, Hung-Yih Isaac. “Vibration and buckling of geometrically imperfect laminated cylindrical shells.” 1987. Doctoral Dissertation, The Ohio State University. Accessed September 23, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487326511716282.

MLA Handbook (7th Edition):

Du, Hung-Yih Isaac. “Vibration and buckling of geometrically imperfect laminated cylindrical shells.” 1987. Web. 23 Sep 2019.

Vancouver:

Du HI. Vibration and buckling of geometrically imperfect laminated cylindrical shells. [Internet] [Doctoral dissertation]. The Ohio State University; 1987. [cited 2019 Sep 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487326511716282.

Council of Science Editors:

Du HI. Vibration and buckling of geometrically imperfect laminated cylindrical shells. [Doctoral Dissertation]. The Ohio State University; 1987. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487326511716282

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