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You searched for subject:(cold formed steel). Showing records 1 – 30 of 118 total matches.

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Anna University

1. Arun kumar G. Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web;.

Degree: Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web, 2015, Anna University

Cold Formed Steel CFS members are widely used in residential industrial and commercial buildings as the primary load bearing structural elements due to their advantages… (more)

Subjects/Keywords: Cold Formed Steel; Corrugation

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APA (6th Edition):

G, A. k. (2015). Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/34122

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):

G, Arun kumar. “Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web;.” 2015. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/34122.

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

MLA Handbook (7th Edition):

G, Arun kumar. “Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web;.” 2015. Web. 05 Dec 2019.

Vancouver:

G Ak. Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/34122.

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

Council of Science Editors:

G Ak. Investigation on flexural behaviour of cold formed steel I section with trapezoidal corrugated web;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/34122

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


University of North Texas

2. Panyanouvong, Mark. Bearing Strength of Cold Formed Steel Bolted Connections in Trusses.

Degree: 2012, University of North Texas

 The existing design provision in North American Specification for Cold- Formed Steel Structural Member (AISI S100) for the bearing strength of bolted connections were developed… (more)

Subjects/Keywords: Cold-formed; steel; trusses

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APA (6th Edition):

Panyanouvong, M. (2012). Bearing Strength of Cold Formed Steel Bolted Connections in Trusses. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc115135/

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):

Panyanouvong, Mark. “Bearing Strength of Cold Formed Steel Bolted Connections in Trusses.” 2012. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc115135/.

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

MLA Handbook (7th Edition):

Panyanouvong, Mark. “Bearing Strength of Cold Formed Steel Bolted Connections in Trusses.” 2012. Web. 05 Dec 2019.

Vancouver:

Panyanouvong M. Bearing Strength of Cold Formed Steel Bolted Connections in Trusses. [Internet] [Thesis]. University of North Texas; 2012. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc115135/.

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

Council of Science Editors:

Panyanouvong M. Bearing Strength of Cold Formed Steel Bolted Connections in Trusses. [Thesis]. University of North Texas; 2012. Available from: https://digital.library.unt.edu/ark:/67531/metadc115135/

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


University of North Texas

3. Yu, Guowang. Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel.

Degree: 2013, University of North Texas

 Incombustibility is one important advantage of the sheet steel sheathed shear wall over wood panel sheathed shear wall. Compared to shear wall sheathed with plywood… (more)

Subjects/Keywords: Cold-formed; steel; shear wall

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APA (6th Edition):

Yu, G. (2013). Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc271921/

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):

Yu, Guowang. “Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel.” 2013. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc271921/.

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

MLA Handbook (7th Edition):

Yu, Guowang. “Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel.” 2013. Web. 05 Dec 2019.

Vancouver:

Yu G. Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel. [Internet] [Thesis]. University of North Texas; 2013. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc271921/.

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

Council of Science Editors:

Yu G. Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel. [Thesis]. University of North Texas; 2013. Available from: https://digital.library.unt.edu/ark:/67531/metadc271921/

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

4. Padilla-Llano, David Alberto. A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 The objective of this research is to create a computationally efficient seismic analysis framework for cold-formed steel (CFS) framed-buildings supported by hysteretic nonlinear models for… (more)

Subjects/Keywords: Cold-formed steel; Seismic energy dissipation; Hysteretic behavior; Buckling; Thin-walled; Cold-formed steel studs; Cold-formed steel joists.

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APA (6th Edition):

Padilla-Llano, D. A. (2015). A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52904

Chicago Manual of Style (16th Edition):

Padilla-Llano, David Alberto. “A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems.” 2015. Doctoral Dissertation, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/52904.

MLA Handbook (7th Edition):

Padilla-Llano, David Alberto. “A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems.” 2015. Web. 05 Dec 2019.

Vancouver:

Padilla-Llano DA. A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/52904.

Council of Science Editors:

Padilla-Llano DA. A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/52904

5. Beulah Gnana Ananthi G. Behaviour of cold-formed steel plain channels under axial and eccentric compressive loads.

Degree: Civil engineering, 2014, Anna University

Cold-formed steel sections are predominantly used in modern steel construction, because of their high strength to weight ratio. The main objective of this study is… (more)

Subjects/Keywords: ABAQUS; Civil engineering; Cold-formed steel

Page 1

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APA (6th Edition):

G, B. G. A. (2014). Behaviour of cold-formed steel plain channels under axial and eccentric compressive loads. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15805

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):

G, Beulah Gnana Ananthi. “Behaviour of cold-formed steel plain channels under axial and eccentric compressive loads.” 2014. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/15805.

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

MLA Handbook (7th Edition):

G, Beulah Gnana Ananthi. “Behaviour of cold-formed steel plain channels under axial and eccentric compressive loads.” 2014. Web. 05 Dec 2019.

Vancouver:

G BGA. Behaviour of cold-formed steel plain channels under axial and eccentric compressive loads. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15805.

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

Council of Science Editors:

G BGA. Behaviour of cold-formed steel plain channels under axial and eccentric compressive loads. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15805

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


Anna University

6. Sudha K. Investigation on the behaviour of cold formed steel latticed built up beams;.

Degree: Investigation on the behaviour of cold formed steel latticed built up beams, 2015, Anna University

In steel construction hot rolled members and cold formed members are the two main families of structural members Even though cold formed structural members are… (more)

Subjects/Keywords: Cold Formed Steel; latticed hot rolled

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APA (6th Edition):

K, S. (2015). Investigation on the behaviour of cold formed steel latticed built up beams;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/33558

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):

K, Sudha. “Investigation on the behaviour of cold formed steel latticed built up beams;.” 2015. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/33558.

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

MLA Handbook (7th Edition):

K, Sudha. “Investigation on the behaviour of cold formed steel latticed built up beams;.” 2015. Web. 05 Dec 2019.

Vancouver:

K S. Investigation on the behaviour of cold formed steel latticed built up beams;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33558.

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

Council of Science Editors:

K S. Investigation on the behaviour of cold formed steel latticed built up beams;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33558

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

7. Padmapriya, R. Behaviour of bolted cold formed Steel angle tension members; -.

Degree: Civil Engineering, 2014, Anna University

Tension members are used in a variety of structures such as trusses newlinetransmission towers etc The most widely used structural shapes are the angle newlinesections… (more)

Subjects/Keywords: Cold formed steel single; Numerical investigations

Page 1

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

APA (6th Edition):

Padmapriya, R. (2014). Behaviour of bolted cold formed Steel angle tension members; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/26901

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):

Padmapriya, R. “Behaviour of bolted cold formed Steel angle tension members; -.” 2014. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/26901.

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

MLA Handbook (7th Edition):

Padmapriya, R. “Behaviour of bolted cold formed Steel angle tension members; -.” 2014. Web. 05 Dec 2019.

Vancouver:

Padmapriya R. Behaviour of bolted cold formed Steel angle tension members; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/26901.

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

Council of Science Editors:

Padmapriya R. Behaviour of bolted cold formed Steel angle tension members; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/26901

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


University of Sydney

8. Niu, Shuang. Interaction Buckling of Cold-Formed Stainless Steel Beams .

Degree: 2014, University of Sydney

 The research investigates the interaction between sectional and global buckling of cold-formed stainless steel beams. Two separate experimental programs were carried out. The first program… (more)

Subjects/Keywords: Stainless Steel; Cold-Formed; Coupled Instability; Beams

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APA (6th Edition):

Niu, S. (2014). Interaction Buckling of Cold-Formed Stainless Steel Beams . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/11541

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):

Niu, Shuang. “Interaction Buckling of Cold-Formed Stainless Steel Beams .” 2014. Thesis, University of Sydney. Accessed December 05, 2019. http://hdl.handle.net/2123/11541.

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

MLA Handbook (7th Edition):

Niu, Shuang. “Interaction Buckling of Cold-Formed Stainless Steel Beams .” 2014. Web. 05 Dec 2019.

Vancouver:

Niu S. Interaction Buckling of Cold-Formed Stainless Steel Beams . [Internet] [Thesis]. University of Sydney; 2014. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/2123/11541.

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

Council of Science Editors:

Niu S. Interaction Buckling of Cold-Formed Stainless Steel Beams . [Thesis]. University of Sydney; 2014. Available from: http://hdl.handle.net/2123/11541

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


Queensland University of Technology

9. Gunawan, Leonardus. Numerical models to simulate the thermal performance of LSF wall panels.

Degree: 2011, Queensland University of Technology

 Fire safety of buildings has been recognised as very important by the building industry and the community at large. Gypsum plasterboards are widely used to… (more)

Subjects/Keywords: light gauge cold-formed steel frame structures

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APA (6th Edition):

Gunawan, L. (2011). Numerical models to simulate the thermal performance of LSF wall panels. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/49856/

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):

Gunawan, Leonardus. “Numerical models to simulate the thermal performance of LSF wall panels.” 2011. Thesis, Queensland University of Technology. Accessed December 05, 2019. https://eprints.qut.edu.au/49856/.

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

MLA Handbook (7th Edition):

Gunawan, Leonardus. “Numerical models to simulate the thermal performance of LSF wall panels.” 2011. Web. 05 Dec 2019.

Vancouver:

Gunawan L. Numerical models to simulate the thermal performance of LSF wall panels. [Internet] [Thesis]. Queensland University of Technology; 2011. [cited 2019 Dec 05]. Available from: https://eprints.qut.edu.au/49856/.

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

Council of Science Editors:

Gunawan L. Numerical models to simulate the thermal performance of LSF wall panels. [Thesis]. Queensland University of Technology; 2011. Available from: https://eprints.qut.edu.au/49856/

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


Kansas State University

10. Reynolds, Kevin Brandt. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.

Degree: MS, Department of Architectural Engineering and Construction Science, 2009, Kansas State University

Cold-formed steel studs, though they are a relatively new building material, have become a mainstay in modern construction. They are favored over traditional lumber studs… (more)

Subjects/Keywords: Cold-Formed Steel; Embossing; Engineering, Civil (0543)

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APA (6th Edition):

Reynolds, K. B. (2009). Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1504

Chicago Manual of Style (16th Edition):

Reynolds, Kevin Brandt. “Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.” 2009. Masters Thesis, Kansas State University. Accessed December 05, 2019. http://hdl.handle.net/2097/1504.

MLA Handbook (7th Edition):

Reynolds, Kevin Brandt. “Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.” 2009. Web. 05 Dec 2019.

Vancouver:

Reynolds KB. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/2097/1504.

Council of Science Editors:

Reynolds KB. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1504


Kansas State University

11. Liu, Hanwen. The slip modulus between cold formed steel and timber sheathing based on fastener spacing increment.

Degree: MS, Department of Civil Engineering, 2018, Kansas State University

 The combination of cold formed steel (CFS) with structural wood panels exhibits a degree of partial composite action behavior. In the current design and construction… (more)

Subjects/Keywords: Cold formed steel-timber sheathing system

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APA (6th Edition):

Liu, H. (2018). The slip modulus between cold formed steel and timber sheathing based on fastener spacing increment. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38826

Chicago Manual of Style (16th Edition):

Liu, Hanwen. “The slip modulus between cold formed steel and timber sheathing based on fastener spacing increment.” 2018. Masters Thesis, Kansas State University. Accessed December 05, 2019. http://hdl.handle.net/2097/38826.

MLA Handbook (7th Edition):

Liu, Hanwen. “The slip modulus between cold formed steel and timber sheathing based on fastener spacing increment.” 2018. Web. 05 Dec 2019.

Vancouver:

Liu H. The slip modulus between cold formed steel and timber sheathing based on fastener spacing increment. [Internet] [Masters thesis]. Kansas State University; 2018. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/2097/38826.

Council of Science Editors:

Liu H. The slip modulus between cold formed steel and timber sheathing based on fastener spacing increment. [Masters Thesis]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38826


University of North Texas

12. Johnson, Adam. A Study on the System Reliability of Cold-Formed Steel Roof Trusses.

Degree: 2017, University of North Texas

 This thesis presents a research project aimed at advancing the treatment of cold-formed steel (CFS) structural reliability in roof trusses. Structural design today relies almost… (more)

Subjects/Keywords: Cold-formed steel; system reliability; component reliability

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

APA (6th Edition):

Johnson, A. (2017). A Study on the System Reliability of Cold-Formed Steel Roof Trusses. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc984220/

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):

Johnson, Adam. “A Study on the System Reliability of Cold-Formed Steel Roof Trusses.” 2017. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc984220/.

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

MLA Handbook (7th Edition):

Johnson, Adam. “A Study on the System Reliability of Cold-Formed Steel Roof Trusses.” 2017. Web. 05 Dec 2019.

Vancouver:

Johnson A. A Study on the System Reliability of Cold-Formed Steel Roof Trusses. [Internet] [Thesis]. University of North Texas; 2017. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc984220/.

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

Council of Science Editors:

Johnson A. A Study on the System Reliability of Cold-Formed Steel Roof Trusses. [Thesis]. University of North Texas; 2017. Available from: https://digital.library.unt.edu/ark:/67531/metadc984220/

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


University of North Texas

13. Artman, Jeremy J. The Design and Development of Lightweight Composite Wall, Roof, and Floor Panels for Rigid Wall Shelter.

Degree: 2018, University of North Texas

 This thesis presents a research effort aimed at developing a stronger, lighter, and more economic shelter using rigid wall panels. Reported herein is insulation research,… (more)

Subjects/Keywords: Cold-Formed Steel; Rigid Wall Shelter; Polyurethane

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APA (6th Edition):

Artman, J. J. (2018). The Design and Development of Lightweight Composite Wall, Roof, and Floor Panels for Rigid Wall Shelter. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc1157596/

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):

Artman, Jeremy J. “The Design and Development of Lightweight Composite Wall, Roof, and Floor Panels for Rigid Wall Shelter.” 2018. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc1157596/.

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

MLA Handbook (7th Edition):

Artman, Jeremy J. “The Design and Development of Lightweight Composite Wall, Roof, and Floor Panels for Rigid Wall Shelter.” 2018. Web. 05 Dec 2019.

Vancouver:

Artman JJ. The Design and Development of Lightweight Composite Wall, Roof, and Floor Panels for Rigid Wall Shelter. [Internet] [Thesis]. University of North Texas; 2018. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc1157596/.

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

Council of Science Editors:

Artman JJ. The Design and Development of Lightweight Composite Wall, Roof, and Floor Panels for Rigid Wall Shelter. [Thesis]. University of North Texas; 2018. Available from: https://digital.library.unt.edu/ark:/67531/metadc1157596/

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


University of North Texas

14. Seelam, Praveen Kumar Reddy. Direct Strength Method for Web Crippling of Cold-formed Steel C-sections.

Degree: 2013, University of North Texas

 Web crippling is a form of localized buckling that occurs at points of transverse concentrated loading or supports of thin-walled structural members. The theoretical computation… (more)

Subjects/Keywords: Cold-formed steel; c-sections; web crippling

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APA (6th Edition):

Seelam, P. K. R. (2013). Direct Strength Method for Web Crippling of Cold-formed Steel C-sections. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc271893/

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):

Seelam, Praveen Kumar Reddy. “Direct Strength Method for Web Crippling of Cold-formed Steel C-sections.” 2013. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc271893/.

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

MLA Handbook (7th Edition):

Seelam, Praveen Kumar Reddy. “Direct Strength Method for Web Crippling of Cold-formed Steel C-sections.” 2013. Web. 05 Dec 2019.

Vancouver:

Seelam PKR. Direct Strength Method for Web Crippling of Cold-formed Steel C-sections. [Internet] [Thesis]. University of North Texas; 2013. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc271893/.

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

Council of Science Editors:

Seelam PKR. Direct Strength Method for Web Crippling of Cold-formed Steel C-sections. [Thesis]. University of North Texas; 2013. Available from: https://digital.library.unt.edu/ark:/67531/metadc271893/

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


University of North Texas

15. Yanagi, Noritsugu. Analytical Model of Cold-formed Steel Framed Shear Wall with Steel Sheet and Wood-based Sheathing.

Degree: 2013, University of North Texas

 The cold-formed steel framed shear walls with steel sheets and wood-based sheathing are both code approved lateral force resisting system in light-framed construction. In the… (more)

Subjects/Keywords: Cold-formed steel; analytical model; shear wall

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

APA (6th Edition):

Yanagi, N. (2013). Analytical Model of Cold-formed Steel Framed Shear Wall with Steel Sheet and Wood-based Sheathing. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc271920/

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):

Yanagi, Noritsugu. “Analytical Model of Cold-formed Steel Framed Shear Wall with Steel Sheet and Wood-based Sheathing.” 2013. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc271920/.

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

MLA Handbook (7th Edition):

Yanagi, Noritsugu. “Analytical Model of Cold-formed Steel Framed Shear Wall with Steel Sheet and Wood-based Sheathing.” 2013. Web. 05 Dec 2019.

Vancouver:

Yanagi N. Analytical Model of Cold-formed Steel Framed Shear Wall with Steel Sheet and Wood-based Sheathing. [Internet] [Thesis]. University of North Texas; 2013. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc271920/.

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

Council of Science Editors:

Yanagi N. Analytical Model of Cold-formed Steel Framed Shear Wall with Steel Sheet and Wood-based Sheathing. [Thesis]. University of North Texas; 2013. Available from: https://digital.library.unt.edu/ark:/67531/metadc271920/

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


University of North Texas

16. Dara, Martin Luther. Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading.

Degree: 2015, University of North Texas

 The main objective of this research is to extend the “Direct strength method” for determining the web crippling strength of cold-formed steel C and Z… (more)

Subjects/Keywords: web crippling strength; cold-formed steel; Steel  – Cold working  – Testing.; Steel, Structural  – Testing.; Buckling (Mechanics)

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APA (6th Edition):

Dara, M. L. (2015). Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc822839/

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):

Dara, Martin Luther. “Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading.” 2015. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc822839/.

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

MLA Handbook (7th Edition):

Dara, Martin Luther. “Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading.” 2015. Web. 05 Dec 2019.

Vancouver:

Dara ML. Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading. [Internet] [Thesis]. University of North Texas; 2015. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc822839/.

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

Council of Science Editors:

Dara ML. Direct Strength Method for Web Crippling of Cold-formed Steel C and Z Sections Subjected to Interior One Flange Loading and End One Flange Loading. [Thesis]. University of North Texas; 2015. Available from: https://digital.library.unt.edu/ark:/67531/metadc822839/

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


University of Sydney

17. 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 December 05, 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. 05 Dec 2019.

Vancouver:

Rasmussen K. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . [Internet] [Thesis]. University of Sydney; 2017. [cited 2019 Dec 05]. 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 North Texas

18. Chen, Yujie. Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing.

Degree: 2010, University of North Texas

 In this research, monotonic and cyclic tests on cold-formed steel shear walls sheathed with steel sheets on one side were conducted to (1) verify the… (more)

Subjects/Keywords: Shear wall; cold-formed steel; Shear (Mechanics); Shear walls.; Steel, Structural  – Testing.; Steel  – Cold working  – Testing.; Building, Iron and steel.

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APA (6th Edition):

Chen, Y. (2010). Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc30444/

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

Chicago Manual of Style (16th Edition):

Chen, Yujie. “Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing.” 2010. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc30444/.

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

MLA Handbook (7th Edition):

Chen, Yujie. “Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing.” 2010. Web. 05 Dec 2019.

Vancouver:

Chen Y. Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing. [Internet] [Thesis]. University of North Texas; 2010. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc30444/.

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

Council of Science Editors:

Chen Y. Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing. [Thesis]. University of North Texas; 2010. Available from: https://digital.library.unt.edu/ark:/67531/metadc30444/

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


Anna University

19. Vishnuvardhan, S. Behaviour of cold formed steel single and compound angles in compression; -.

Degree: Civil Engineering, 2014, Anna University

The main objective of the study is to investigate the behaviour of newlinecoldformed steel single angles double angles weldedbacktoback and newlinestarred angles subjected to axial… (more)

Subjects/Keywords: civil engineering; cold formed steel; compound angles in compression

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APA (6th Edition):

Vishnuvardhan, S. (2014). Behaviour of cold formed steel single and compound angles in compression; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/27613

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):

Vishnuvardhan, S. “Behaviour of cold formed steel single and compound angles in compression; -.” 2014. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/27613.

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

MLA Handbook (7th Edition):

Vishnuvardhan, S. “Behaviour of cold formed steel single and compound angles in compression; -.” 2014. Web. 05 Dec 2019.

Vancouver:

Vishnuvardhan S. Behaviour of cold formed steel single and compound angles in compression; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/27613.

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

Council of Science Editors:

Vishnuvardhan S. Behaviour of cold formed steel single and compound angles in compression; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/27613

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


Vilnius Gediminas Technical University

20. Rimašauskas, Darius. Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas.

Degree: Master, Civil Enginering, 2011, Vilnius Gediminas Technical University

Baigiamajame magistro darbe apžvelgiamas šaltai formuotų plieninių profiliuočių panaudojimas laikančiose konstrukcijose, analizuojamos profiliuočių savybės. Apžvelgiamos formulės, reikalingos atliekant pavienių elementų skaičiavimus. Taip pat nagrinėjamos prielaidos,… (more)

Subjects/Keywords: Lankstyti plieniniai profiliuočiai; Santvara; EC3; Truss; Cold formed; Steel

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APA (6th Edition):

Rimašauskas, Darius. (2011). Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;

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

Chicago Manual of Style (16th Edition):

Rimašauskas, Darius. “Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas.” 2011. Masters Thesis, Vilnius Gediminas Technical University. Accessed December 05, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;.

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

MLA Handbook (7th Edition):

Rimašauskas, Darius. “Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas.” 2011. Web. 05 Dec 2019.

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

Vancouver:

Rimašauskas, Darius. Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2011. [cited 2019 Dec 05]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;.

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

Council of Science Editors:

Rimašauskas, Darius. Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas. [Masters Thesis]. Vilnius Gediminas Technical University; 2011. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;

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

21. Ngo, Hung Huy. NUMERICAL AND EXPERIMENTAL STUDIES OF WOOD SHEATHED COLD-FORMED STEEL FRAMED SHEAR WALLS.

Degree: 2014, Johns Hopkins University

 This thesis presents phase one of a project with the objective of exploring the impact of non-conventional detailing of wood-sheathed, cold-formed steel (CFS) framed, shear… (more)

Subjects/Keywords: Numerical; experimental; Wood Sheathed; Cold-Formed Steel; Shear Wall; Modeling

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APA (6th Edition):

Ngo, H. H. (2014). NUMERICAL AND EXPERIMENTAL STUDIES OF WOOD SHEATHED COLD-FORMED STEEL FRAMED SHEAR WALLS. (Thesis). Johns Hopkins University. Retrieved from http://jhir.library.jhu.edu/handle/1774.2/37082

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):

Ngo, Hung Huy. “NUMERICAL AND EXPERIMENTAL STUDIES OF WOOD SHEATHED COLD-FORMED STEEL FRAMED SHEAR WALLS.” 2014. Thesis, Johns Hopkins University. Accessed December 05, 2019. http://jhir.library.jhu.edu/handle/1774.2/37082.

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

MLA Handbook (7th Edition):

Ngo, Hung Huy. “NUMERICAL AND EXPERIMENTAL STUDIES OF WOOD SHEATHED COLD-FORMED STEEL FRAMED SHEAR WALLS.” 2014. Web. 05 Dec 2019.

Vancouver:

Ngo HH. NUMERICAL AND EXPERIMENTAL STUDIES OF WOOD SHEATHED COLD-FORMED STEEL FRAMED SHEAR WALLS. [Internet] [Thesis]. Johns Hopkins University; 2014. [cited 2019 Dec 05]. Available from: http://jhir.library.jhu.edu/handle/1774.2/37082.

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

Council of Science Editors:

Ngo HH. NUMERICAL AND EXPERIMENTAL STUDIES OF WOOD SHEATHED COLD-FORMED STEEL FRAMED SHEAR WALLS. [Thesis]. Johns Hopkins University; 2014. Available from: http://jhir.library.jhu.edu/handle/1774.2/37082

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


McMaster University

22. Khalifa, Yasser. BLAST DAMAGE MITIGATION IN SUBMERGED SYSTEMS. PHASE I: INTERNAL EXPLOSION.

Degree: PhD, 2015, McMaster University

 This thesis is focused on quantifying the dynamic performance of lightweight metal sandwich systems under confined explosions, where this effort represents the first of a… (more)

Subjects/Keywords: Cold-formed steel; Blast; Damage Mitigation; Sacrificial Cladding

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APA (6th Edition):

Khalifa, Y. (2015). BLAST DAMAGE MITIGATION IN SUBMERGED SYSTEMS. PHASE I: INTERNAL EXPLOSION. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/18282

Chicago Manual of Style (16th Edition):

Khalifa, Yasser. “BLAST DAMAGE MITIGATION IN SUBMERGED SYSTEMS. PHASE I: INTERNAL EXPLOSION.” 2015. Doctoral Dissertation, McMaster University. Accessed December 05, 2019. http://hdl.handle.net/11375/18282.

MLA Handbook (7th Edition):

Khalifa, Yasser. “BLAST DAMAGE MITIGATION IN SUBMERGED SYSTEMS. PHASE I: INTERNAL EXPLOSION.” 2015. Web. 05 Dec 2019.

Vancouver:

Khalifa Y. BLAST DAMAGE MITIGATION IN SUBMERGED SYSTEMS. PHASE I: INTERNAL EXPLOSION. [Internet] [Doctoral dissertation]. McMaster University; 2015. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11375/18282.

Council of Science Editors:

Khalifa Y. BLAST DAMAGE MITIGATION IN SUBMERGED SYSTEMS. PHASE I: INTERNAL EXPLOSION. [Doctoral Dissertation]. McMaster University; 2015. Available from: http://hdl.handle.net/11375/18282


Queensland University of Technology

23. Kolarkar, Prakash Nagaraj. Structural and thermal performance of cold-formed steel stud wall systems under fire conditions.

Degree: 2011, Queensland University of Technology

Cold-formed steel stud walls are a major component of Light Steel Framing (LSF) building systems used in commercial, industrial and residential buildings. In the conventional… (more)

Subjects/Keywords: cold-formed steel, stud wall systems, structural and thermal performance; CEDM

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APA (6th Edition):

Kolarkar, P. N. (2011). Structural and thermal performance of cold-formed steel stud wall systems under fire conditions. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/46654/

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):

Kolarkar, Prakash Nagaraj. “Structural and thermal performance of cold-formed steel stud wall systems under fire conditions.” 2011. Thesis, Queensland University of Technology. Accessed December 05, 2019. https://eprints.qut.edu.au/46654/.

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

MLA Handbook (7th Edition):

Kolarkar, Prakash Nagaraj. “Structural and thermal performance of cold-formed steel stud wall systems under fire conditions.” 2011. Web. 05 Dec 2019.

Vancouver:

Kolarkar PN. Structural and thermal performance of cold-formed steel stud wall systems under fire conditions. [Internet] [Thesis]. Queensland University of Technology; 2011. [cited 2019 Dec 05]. Available from: https://eprints.qut.edu.au/46654/.

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

Council of Science Editors:

Kolarkar PN. Structural and thermal performance of cold-formed steel stud wall systems under fire conditions. [Thesis]. Queensland University of Technology; 2011. Available from: https://eprints.qut.edu.au/46654/

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


Virginia Tech

24. Corner, Sebastien Marc William. Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models.

Degree: MS, Mechanical Engineering, 2014, Virginia Tech

 This research introduces a proposed model for predicting tilting angle and limit states of single-fastened cold-formed steel-to-steel shear connections. Predictions are validated through an experimental… (more)

Subjects/Keywords: self-drilling fastener; cold-formed steel; deformation; limit states

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APA (6th Edition):

Corner, S. M. W. (2014). Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78073

Chicago Manual of Style (16th Edition):

Corner, Sebastien Marc William. “Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models.” 2014. Masters Thesis, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/78073.

MLA Handbook (7th Edition):

Corner, Sebastien Marc William. “Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models.” 2014. Web. 05 Dec 2019.

Vancouver:

Corner SMW. Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/78073.

Council of Science Editors:

Corner SMW. Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/78073


Virginia Tech

25. Sears, Jeffrey M. Development of Prediction Methods for the Lateral Anchorage Requirements in Metal Building Roof Systems.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 Metal building roof systems with C- or Z-section purlins require restraint to resist lateral forces developed within the roof system under gravity loads. The currently… (more)

Subjects/Keywords: Cold Formed Steel; Purlins; Anchorage

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APA (6th Edition):

Sears, J. M. (2007). Development of Prediction Methods for the Lateral Anchorage Requirements in Metal Building Roof Systems. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32382

Chicago Manual of Style (16th Edition):

Sears, Jeffrey M. “Development of Prediction Methods for the Lateral Anchorage Requirements in Metal Building Roof Systems.” 2007. Masters Thesis, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/32382.

MLA Handbook (7th Edition):

Sears, Jeffrey M. “Development of Prediction Methods for the Lateral Anchorage Requirements in Metal Building Roof Systems.” 2007. Web. 05 Dec 2019.

Vancouver:

Sears JM. Development of Prediction Methods for the Lateral Anchorage Requirements in Metal Building Roof Systems. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/32382.

Council of Science Editors:

Sears JM. Development of Prediction Methods for the Lateral Anchorage Requirements in Metal Building Roof Systems. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/32382


Kansas State University

26. Loehr, Weston. The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing.

Degree: MS, Civil Engineering, 2016, Kansas State University

 Composite action is the joint behavior of two elements connected or bonded together. It is a phenomenon that is utilized in several applications throughout engineering.… (more)

Subjects/Keywords: Engineering; Cold-formed steel; Composite action; Slip modulus

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APA (6th Edition):

Loehr, W. (2016). The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/32722

Chicago Manual of Style (16th Edition):

Loehr, Weston. “The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing.” 2016. Masters Thesis, Kansas State University. Accessed December 05, 2019. http://hdl.handle.net/2097/32722.

MLA Handbook (7th Edition):

Loehr, Weston. “The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing.” 2016. Web. 05 Dec 2019.

Vancouver:

Loehr W. The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing. [Internet] [Masters thesis]. Kansas State University; 2016. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/2097/32722.

Council of Science Editors:

Loehr W. The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing. [Masters Thesis]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/32722


University of Waterloo

27. Pauls, Jesse. Flexural Behavior and Strength of Cold-formed Steel L-Headers.

Degree: 2008, University of Waterloo

Cold-formed steel framing of residential and light commercial buildings continues to grow in popularity due to its structural and material advantages. The North American steel(more)

Subjects/Keywords: Cold-formed Steel; L-headers

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APA (6th Edition):

Pauls, J. (2008). Flexural Behavior and Strength of Cold-formed Steel L-Headers. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/3882

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):

Pauls, Jesse. “Flexural Behavior and Strength of Cold-formed Steel L-Headers.” 2008. Thesis, University of Waterloo. Accessed December 05, 2019. http://hdl.handle.net/10012/3882.

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

MLA Handbook (7th Edition):

Pauls, Jesse. “Flexural Behavior and Strength of Cold-formed Steel L-Headers.” 2008. Web. 05 Dec 2019.

Vancouver:

Pauls J. Flexural Behavior and Strength of Cold-formed Steel L-Headers. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10012/3882.

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

Council of Science Editors:

Pauls J. Flexural Behavior and Strength of Cold-formed Steel L-Headers. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/3882

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


North Carolina State University

28. Klingshirn, Daniel J. Experimental and Analytical Investigation of Optimized Cold-Formed Steel Compression Members.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 In recent years, load-bearing light steel framing (LSF) systems have become popular in the low to mid-rise construction market in the United States. This construction… (more)

Subjects/Keywords: cold-formed steel; Direct Strength Method; optimized sections; sigma section

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

APA (6th Edition):

Klingshirn, D. J. (2009). Experimental and Analytical Investigation of Optimized Cold-Formed Steel Compression Members. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2119

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):

Klingshirn, Daniel J. “Experimental and Analytical Investigation of Optimized Cold-Formed Steel Compression Members.” 2009. Thesis, North Carolina State University. Accessed December 05, 2019. http://www.lib.ncsu.edu/resolver/1840.16/2119.

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

MLA Handbook (7th Edition):

Klingshirn, Daniel J. “Experimental and Analytical Investigation of Optimized Cold-Formed Steel Compression Members.” 2009. Web. 05 Dec 2019.

Vancouver:

Klingshirn DJ. Experimental and Analytical Investigation of Optimized Cold-Formed Steel Compression Members. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2019 Dec 05]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2119.

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

Council of Science Editors:

Klingshirn DJ. Experimental and Analytical Investigation of Optimized Cold-Formed Steel Compression Members. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2119

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

29. Arrais, Flávio Alexandre Matias. Behaviour of cold-formed steel members in case of fire .

Degree: 2018, Universidade de Aveiro

 This thesis has the objective to contribute to increase the knowledge on the structural behaviour of cold-formed steel profiles in case of fire. These elements… (more)

Subjects/Keywords: Cold-formed profiles; Steel members; Buckling; Fire; Eurocode 3

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

APA (6th Edition):

Arrais, F. A. M. (2018). Behaviour of cold-formed steel members in case of fire . (Thesis). Universidade de Aveiro. Retrieved from http://hdl.handle.net/10773/24095

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):

Arrais, Flávio Alexandre Matias. “Behaviour of cold-formed steel members in case of fire .” 2018. Thesis, Universidade de Aveiro. Accessed December 05, 2019. http://hdl.handle.net/10773/24095.

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

MLA Handbook (7th Edition):

Arrais, Flávio Alexandre Matias. “Behaviour of cold-formed steel members in case of fire .” 2018. Web. 05 Dec 2019.

Vancouver:

Arrais FAM. Behaviour of cold-formed steel members in case of fire . [Internet] [Thesis]. Universidade de Aveiro; 2018. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10773/24095.

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

Council of Science Editors:

Arrais FAM. Behaviour of cold-formed steel members in case of fire . [Thesis]. Universidade de Aveiro; 2018. Available from: http://hdl.handle.net/10773/24095

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


University of North Texas

30. Lan, Xing. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets.

Degree: 2017, University of North Texas

 This thesis presents experiments and numerical analysis of a novel cold-formed steel framed shear wall sheathed with corrugated steel sheets. The objective of this newly… (more)

Subjects/Keywords: Cold-Formed Steel Shear Walls; Finite Element Analysis; Performance Evaluation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lan, X. (2017). Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc1011859/

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):

Lan, Xing. “Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets.” 2017. Thesis, University of North Texas. Accessed December 05, 2019. https://digital.library.unt.edu/ark:/67531/metadc1011859/.

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

MLA Handbook (7th Edition):

Lan, Xing. “Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets.” 2017. Web. 05 Dec 2019.

Vancouver:

Lan X. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets. [Internet] [Thesis]. University of North Texas; 2017. [cited 2019 Dec 05]. Available from: https://digital.library.unt.edu/ark:/67531/metadc1011859/.

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

Council of Science Editors:

Lan X. Seismic Performance Evaluation of Novel Cold-Formed Steel Framed Shear Walls Sheathed with Corrugated Steel Sheets. [Thesis]. University of North Texas; 2017. Available from: https://digital.library.unt.edu/ark:/67531/metadc1011859/

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

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