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You searched for subject:(Concrete beams ). Showing records 1 – 30 of 406 total matches.

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Anna University

1. Manisekar R. A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;.

Degree: A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing, 2015, Anna University

External prestressing is being successfully used for strengthening newlineexisting distressed concrete bridges Concrete beams new beams prestressed newlinewith external tendons are analytically treated as beams(more)

Subjects/Keywords: Concrete beams; Rectangular RC beams

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APA (6th Edition):

R, M. (2015). A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/33118

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):

R, Manisekar. “A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;.” 2015. Thesis, Anna University. Accessed April 02, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/33118.

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

MLA Handbook (7th Edition):

R, Manisekar. “A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;.” 2015. Web. 02 Apr 2020.

Vancouver:

R M. A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Apr 02]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33118.

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

Council of Science Editors:

R M. A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33118

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


University of Hong Kong

2. 李凌志; Li, Lingzhi. New partial interaction models for bolted-side-plated reinforced concrete beams.

Degree: PhD, 2013, University of Hong Kong

 Existing reinforced concrete (RC) beams often need to be strengthened due to material deterioration or a change in usage. The bolted side-plating (BSP) technique, i.e.,… (more)

Subjects/Keywords: Reinforced concrete.; Concrete beams.

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APA (6th Edition):

李凌志; Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Doctoral Dissertation). University of Hong Kong. Retrieved from Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818

Chicago Manual of Style (16th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed April 02, 2020. Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

MLA Handbook (7th Edition):

李凌志; Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 02 Apr 2020.

Vancouver:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2020 Apr 02]. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818.

Council of Science Editors:

李凌志; Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Li, L. [李凌志]. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089963 ; http://dx.doi.org/10.5353/th_b5089963 ; http://hdl.handle.net/10722/192818


Rutgers University

3. Haddad, Elie I., 1993-. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

 Reinforced concrete bridge decks tend to deteriorate over time due to the increase in live load and corrosion of reinforcement and many other reasons. Economic… (more)

Subjects/Keywords: Reinforced concrete; Concrete beams

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APA (6th Edition):

Haddad, Elie I., 1. (2018). Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59108/

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed April 02, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 02 Apr 2020.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Apr 02]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/


Ryerson University

4. Haghdoost, Roya Shoghi. Shear strength evaluation of reinforced recycled aggregate concrete beams.

Degree: 2016, Ryerson University

 A theoretical study is conducted to investigate the shear behaviour of recycled aggregate concrete (RAC) beams with and without shear reinforcements along with the performance… (more)

Subjects/Keywords: Concrete beams; Reinforced concrete construction; Structured frames; Concrete beams  – Testing

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APA (6th Edition):

Haghdoost, R. S. (2016). Shear strength evaluation of reinforced recycled aggregate concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5058

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):

Haghdoost, Roya Shoghi. “Shear strength evaluation of reinforced recycled aggregate concrete beams.” 2016. Thesis, Ryerson University. Accessed April 02, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5058.

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

MLA Handbook (7th Edition):

Haghdoost, Roya Shoghi. “Shear strength evaluation of reinforced recycled aggregate concrete beams.” 2016. Web. 02 Apr 2020.

Vancouver:

Haghdoost RS. Shear strength evaluation of reinforced recycled aggregate concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Apr 02]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5058.

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

Council of Science Editors:

Haghdoost RS. Shear strength evaluation of reinforced recycled aggregate concrete beams. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5058

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


Oregon State University

5. Vavra, Eric. Application of Titanium Alloy Bars for Strengthening Reinforced Concrete Bridge Girders in Flexure.

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

 Structurally efficient and cost-effective solutions are needed to extend the service-life of deficient and aging highway infrastructure around the world. One critical need is to… (more)

Subjects/Keywords: Titanium; Concrete beams  – Deterioration

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APA (6th Edition):

Vavra, E. (2016). Application of Titanium Alloy Bars for Strengthening Reinforced Concrete Bridge Girders in Flexure. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59884

Chicago Manual of Style (16th Edition):

Vavra, Eric. “Application of Titanium Alloy Bars for Strengthening Reinforced Concrete Bridge Girders in Flexure.” 2016. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/59884.

MLA Handbook (7th Edition):

Vavra, Eric. “Application of Titanium Alloy Bars for Strengthening Reinforced Concrete Bridge Girders in Flexure.” 2016. Web. 02 Apr 2020.

Vancouver:

Vavra E. Application of Titanium Alloy Bars for Strengthening Reinforced Concrete Bridge Girders in Flexure. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/59884.

Council of Science Editors:

Vavra E. Application of Titanium Alloy Bars for Strengthening Reinforced Concrete Bridge Girders in Flexure. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59884


University of Hong Kong

6. Yao, Zhong. Nonlinear finite element analysis of reinforced concrete beams.

Degree: M. Phil., 2013, University of Hong Kong

A nonlinear finite element program to simulate the behavior of reinforced concrete (RC) members under the action of monotonic increasing loading has been developed. The… (more)

Subjects/Keywords: Finite element method.; Concrete beams.

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APA (6th Edition):

Yao, Z. (2013). Nonlinear finite element analysis of reinforced concrete beams. (Masters Thesis). University of Hong Kong. Retrieved from Yao, Z. [姚钟]. (2013). Nonlinear finite element analysis of reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5090002 ; http://dx.doi.org/10.5353/th_b5090002 ; http://hdl.handle.net/10722/192857

Chicago Manual of Style (16th Edition):

Yao, Zhong. “Nonlinear finite element analysis of reinforced concrete beams.” 2013. Masters Thesis, University of Hong Kong. Accessed April 02, 2020. Yao, Z. [姚钟]. (2013). Nonlinear finite element analysis of reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5090002 ; http://dx.doi.org/10.5353/th_b5090002 ; http://hdl.handle.net/10722/192857.

MLA Handbook (7th Edition):

Yao, Zhong. “Nonlinear finite element analysis of reinforced concrete beams.” 2013. Web. 02 Apr 2020.

Vancouver:

Yao Z. Nonlinear finite element analysis of reinforced concrete beams. [Internet] [Masters thesis]. University of Hong Kong; 2013. [cited 2020 Apr 02]. Available from: Yao, Z. [姚钟]. (2013). Nonlinear finite element analysis of reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5090002 ; http://dx.doi.org/10.5353/th_b5090002 ; http://hdl.handle.net/10722/192857.

Council of Science Editors:

Yao Z. Nonlinear finite element analysis of reinforced concrete beams. [Masters Thesis]. University of Hong Kong; 2013. Available from: Yao, Z. [姚钟]. (2013). Nonlinear finite element analysis of reinforced concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5090002 ; http://dx.doi.org/10.5353/th_b5090002 ; http://hdl.handle.net/10722/192857


Oregon State University

7. Sopal, Gautam Jayant. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.

Degree: MS, Civil Engineering, 2009, Oregon State University

 Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field experience… (more)

Subjects/Keywords: CFRP; Concrete beams  – Testing

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APA (6th Edition):

Sopal, G. J. (2009). Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/10262

Chicago Manual of Style (16th Edition):

Sopal, Gautam Jayant. “Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.” 2009. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/10262.

MLA Handbook (7th Edition):

Sopal, Gautam Jayant. “Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer.” 2009. Web. 02 Apr 2020.

Vancouver:

Sopal GJ. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. [Internet] [Masters thesis]. Oregon State University; 2009. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/10262.

Council of Science Editors:

Sopal GJ. Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer. [Masters Thesis]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/10262


McGill University

8. Harvey, Franklyn. Optimization of concrete beams with reliability constraints.

Degree: MS, Department of Civil Engineering, 1968, McGill University

Subjects/Keywords: Concrete beams

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APA (6th Edition):

Harvey, F. (1968). Optimization of concrete beams with reliability constraints. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile47166.pdf

Chicago Manual of Style (16th Edition):

Harvey, Franklyn. “Optimization of concrete beams with reliability constraints.” 1968. Masters Thesis, McGill University. Accessed April 02, 2020. http://digitool.library.mcgill.ca/thesisfile47166.pdf.

MLA Handbook (7th Edition):

Harvey, Franklyn. “Optimization of concrete beams with reliability constraints.” 1968. Web. 02 Apr 2020.

Vancouver:

Harvey F. Optimization of concrete beams with reliability constraints. [Internet] [Masters thesis]. McGill University; 1968. [cited 2020 Apr 02]. Available from: http://digitool.library.mcgill.ca/thesisfile47166.pdf.

Council of Science Editors:

Harvey F. Optimization of concrete beams with reliability constraints. [Masters Thesis]. McGill University; 1968. Available from: http://digitool.library.mcgill.ca/thesisfile47166.pdf


Oregon State University

9. Dawson, Matthew Ryan. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.

Degree: MS, Civil Engineering, 2008, Oregon State University

 Current ACI design provisions for shear in reinforced concrete (RC) beams strengthened with externally bonded carbon fiber-reinforced polymer (CFRP) U-wraps may not adequately account for… (more)

Subjects/Keywords: CFRP; Concrete beams  – Testing

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APA (6th Edition):

Dawson, M. R. (2008). Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/8898

Chicago Manual of Style (16th Edition):

Dawson, Matthew Ryan. “Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.” 2008. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/8898.

MLA Handbook (7th Edition):

Dawson, Matthew Ryan. “Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps.” 2008. Web. 02 Apr 2020.

Vancouver:

Dawson MR. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. [Internet] [Masters thesis]. Oregon State University; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/8898.

Council of Science Editors:

Dawson MR. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer U-wraps. [Masters Thesis]. Oregon State University; 2008. Available from: http://hdl.handle.net/1957/8898


Oregon State University

10. Mitchell, Mikal Maxwell. Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.

Degree: MS, Civil Engineering, 2008, Oregon State University

 Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) U-wraps for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field… (more)

Subjects/Keywords: freeze-thaw; Concrete beams  – Testing

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APA (6th Edition):

Mitchell, M. M. (2008). Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/9127

Chicago Manual of Style (16th Edition):

Mitchell, Mikal Maxwell. “Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.” 2008. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/9127.

MLA Handbook (7th Edition):

Mitchell, Mikal Maxwell. “Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.” 2008. Web. 02 Apr 2020.

Vancouver:

Mitchell MM. Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer. [Internet] [Masters thesis]. Oregon State University; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/9127.

Council of Science Editors:

Mitchell MM. Freeze-thaw durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer. [Masters Thesis]. Oregon State University; 2008. Available from: http://hdl.handle.net/1957/9127


Oregon State University

11. Yang, Jui-Tsung. A review of research on shear and diagonal tension in reinforced concrete beam.

Degree: MS, Civil Engineering, 1968, Oregon State University

 Resistance of reinforced concrete beams to diagonal tension was studied in a series of papers which included beams without web reinforcement and beams with various… (more)

Subjects/Keywords: Concrete beams

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APA (6th Edition):

Yang, J. (1968). A review of research on shear and diagonal tension in reinforced concrete beam. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/46740

Chicago Manual of Style (16th Edition):

Yang, Jui-Tsung. “A review of research on shear and diagonal tension in reinforced concrete beam.” 1968. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/46740.

MLA Handbook (7th Edition):

Yang, Jui-Tsung. “A review of research on shear and diagonal tension in reinforced concrete beam.” 1968. Web. 02 Apr 2020.

Vancouver:

Yang J. A review of research on shear and diagonal tension in reinforced concrete beam. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/46740.

Council of Science Editors:

Yang J. A review of research on shear and diagonal tension in reinforced concrete beam. [Masters Thesis]. Oregon State University; 1968. Available from: http://hdl.handle.net/1957/46740


Oregon State University

12. Lehrman, Jora. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.

Degree: MS, Civil Engineering, 2010, Oregon State University

 Many bridges along the Gulf Coast of the United States were damaged by recent hurricanes, and many more are susceptible to similar damage. This research… (more)

Subjects/Keywords: Bridges; Concrete beams  – Testing

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APA (6th Edition):

Lehrman, J. (2010). Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16067

Chicago Manual of Style (16th Edition):

Lehrman, Jora. “Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.” 2010. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/16067.

MLA Handbook (7th Edition):

Lehrman, Jora. “Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.” 2010. Web. 02 Apr 2020.

Vancouver:

Lehrman J. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/16067.

Council of Science Editors:

Lehrman J. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16067


University of Waterloo

13. Azam, Rizwan. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.

Degree: 2010, University of Waterloo

 This thesis discusses the results of an experimental program designed to investigate the effect of corrosion on the behaviour of shear critical reinforced concrete (RC)… (more)

Subjects/Keywords: Corrosion; Shear; Reinforced Concrete; Beams

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APA (6th Edition):

Azam, R. (2010). Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5534

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):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Thesis, University of Waterloo. Accessed April 02, 2020. http://hdl.handle.net/10012/5534.

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

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Web. 02 Apr 2020.

Vancouver:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10012/5534.

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

Council of Science Editors:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5534

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


Rutgers University

14. Pooley, Emily E., 1996-. Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons.

Degree: MS, Civil and Environmental Engineering, 2020, Rutgers University

 The use of unbonded tendons in prestressed beams is becoming an increasing popular option for the repair and strengthening of bridges, high-rise buildings, and foundation… (more)

Subjects/Keywords: Prestressed concrete beams  – Testing

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APA (6th Edition):

Pooley, Emily E., 1. (2020). Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/62611/

Chicago Manual of Style (16th Edition):

Pooley, Emily E., 1996-. “Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons.” 2020. Masters Thesis, Rutgers University. Accessed April 02, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/62611/.

MLA Handbook (7th Edition):

Pooley, Emily E., 1996-. “Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons.” 2020. Web. 02 Apr 2020.

Vancouver:

Pooley, Emily E. 1. Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons. [Internet] [Masters thesis]. Rutgers University; 2020. [cited 2020 Apr 02]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/62611/.

Council of Science Editors:

Pooley, Emily E. 1. Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons. [Masters Thesis]. Rutgers University; 2020. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/62611/


University of Johannesburg

15. Mutheiwana, Maanda Emmanuel. Effect of steel area reduction on flexural behaviour of spalled concrete beams.

Degree: 2014, University of Johannesburg

M.Tech. (Civil Engineering)

Every year, millions of Rands are being spent in rehabilitation, repairs and maintenance of reinforced concrete structures projects around the country due… (more)

Subjects/Keywords: Concrete beams; Steel, Structural; Concrete - Deterioration; Flexure

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APA (6th Edition):

Mutheiwana, M. E. (2014). Effect of steel area reduction on flexural behaviour of spalled concrete beams. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/10813

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):

Mutheiwana, Maanda Emmanuel. “Effect of steel area reduction on flexural behaviour of spalled concrete beams.” 2014. Thesis, University of Johannesburg. Accessed April 02, 2020. http://hdl.handle.net/10210/10813.

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

MLA Handbook (7th Edition):

Mutheiwana, Maanda Emmanuel. “Effect of steel area reduction on flexural behaviour of spalled concrete beams.” 2014. Web. 02 Apr 2020.

Vancouver:

Mutheiwana ME. Effect of steel area reduction on flexural behaviour of spalled concrete beams. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10210/10813.

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

Council of Science Editors:

Mutheiwana ME. Effect of steel area reduction on flexural behaviour of spalled concrete beams. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/10813

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


University of Waterloo

16. Tedford, Timothy. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.

Degree: 2019, University of Waterloo

 Glass fibre-reinforced polymers (GFRP) are being used as longitudinal and shear reinforcement in specialized concrete applications. GFRP products are designed as direct replacements for conventional… (more)

Subjects/Keywords: concrete mechanics; concrete; GFRP; slender beams; experimental

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

APA (6th Edition):

Tedford, T. (2019). Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15081

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):

Tedford, Timothy. “Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.” 2019. Thesis, University of Waterloo. Accessed April 02, 2020. http://hdl.handle.net/10012/15081.

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

MLA Handbook (7th Edition):

Tedford, Timothy. “Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.” 2019. Web. 02 Apr 2020.

Vancouver:

Tedford T. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/10012/15081.

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

Council of Science Editors:

Tedford T. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15081

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


University of New Mexico

17. Chapman, Scott. Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5.

Degree: Civil Engineering, 2012, University of New Mexico

Concrete under tension exhibits a great degree of post-peak non-linearity. Current design codes assume the tensile strength of concrete to be negligible, which is not… (more)

Subjects/Keywords: Concrete beams – Testing; Concrete beams – Fatigue; Fracture mechanics.

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APA (6th Edition):

Chapman, S. (2012). Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/17420

Chicago Manual of Style (16th Edition):

Chapman, Scott. “Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5.” 2012. Masters Thesis, University of New Mexico. Accessed April 02, 2020. http://hdl.handle.net/1928/17420.

MLA Handbook (7th Edition):

Chapman, Scott. “Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5.” 2012. Web. 02 Apr 2020.

Vancouver:

Chapman S. Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5. [Internet] [Masters thesis]. University of New Mexico; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1928/17420.

Council of Science Editors:

Chapman S. Clarification of the notched beam Level II Testing Procedures of ACI 446 Committee Report 5. [Masters Thesis]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/17420


Ryerson University

18. Wu, Hao. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.

Degree: 2012, Ryerson University

 An analytical model is developed to predict the residual flexural capacity of corroded RC members. This was established by first developing an analytical model to… (more)

Subjects/Keywords: Concrete beams  – Corrosion  – Testing; Concrete beams  – Corrosion  – Mathematical models; Reinforced concrete  – Design and construction; Concrete beams  – Computer programs; Shear (Mechanics)

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

APA (6th Edition):

Wu, H. (2012). Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Thesis, Ryerson University. Accessed April 02, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

MLA Handbook (7th Edition):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Web. 02 Apr 2020.

Vancouver:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Apr 02]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

Council of Science Editors:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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


Indian Institute of Science

19. Vidya Sagar, R. Concrete Fracture And Size Effect - Experimental And Numerical Studies.

Degree: 2008, Indian Institute of Science

 Most materials including concrete have pre-existing flaws or defects. The fracture energy of concrete is a basic material property needed to understand fracture initiation and… (more)

Subjects/Keywords: Concrete Fracture; Concrete Beams - Fracture; High Strength Concrete Beams; Concrete - Heterogeneity; Reinforced Concrete Beams; Acoustic Emission; Concrete Fracture - Numerical Simulation; Concrete Strength; Concrete - Fracture Energy; Singular Fractal Function; Structural Engineering

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APA (6th Edition):

Vidya Sagar, R. (2008). Concrete Fracture And Size Effect - Experimental And Numerical Studies. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/912

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):

Vidya Sagar, R. “Concrete Fracture And Size Effect - Experimental And Numerical Studies.” 2008. Thesis, Indian Institute of Science. Accessed April 02, 2020. http://hdl.handle.net/2005/912.

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

MLA Handbook (7th Edition):

Vidya Sagar, R. “Concrete Fracture And Size Effect - Experimental And Numerical Studies.” 2008. Web. 02 Apr 2020.

Vancouver:

Vidya Sagar R. Concrete Fracture And Size Effect - Experimental And Numerical Studies. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/2005/912.

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

Council of Science Editors:

Vidya Sagar R. Concrete Fracture And Size Effect - Experimental And Numerical Studies. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/912

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


Ryerson University

20. Sathiyamoorthy, Kokilan. Shear and flexural behaviour of lightweight self-consolidating concrete beams.

Degree: 2016, Ryerson University

 Shear and flexural behaviour of lightweight self-consolidating concrete (LWSCC) beams made of slag aggregates were investigated. Shear reinforced LWSCC beams showed similar shear behaviour compared… (more)

Subjects/Keywords: Self-consolidating  – Concrete; Concrete beams  – Corrosion; Reinforcing bars  – Corrosion; Shear (Mechanics); Concrete beams  – Corrosion  – Testing

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

APA (6th Edition):

Sathiyamoorthy, K. (2016). Shear and flexural behaviour of lightweight self-consolidating concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5055

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):

Sathiyamoorthy, Kokilan. “Shear and flexural behaviour of lightweight self-consolidating concrete beams.” 2016. Thesis, Ryerson University. Accessed April 02, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5055.

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

MLA Handbook (7th Edition):

Sathiyamoorthy, Kokilan. “Shear and flexural behaviour of lightweight self-consolidating concrete beams.” 2016. Web. 02 Apr 2020.

Vancouver:

Sathiyamoorthy K. Shear and flexural behaviour of lightweight self-consolidating concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Apr 02]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5055.

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

Council of Science Editors:

Sathiyamoorthy K. Shear and flexural behaviour of lightweight self-consolidating concrete beams. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5055

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


University of New Mexico

21. Fan, Tai. Concrete microstructure homogenization technique with application to model concrete serviceability.

Degree: Civil Engineering, 2012, University of New Mexico

 Conventionally, mechanical properties of concrete are attained through experiment by leaving microstructural phases interaction in a black box. To fully understand concrete, it is necessary… (more)

Subjects/Keywords: Concrete – Mathematical models; Concrete – Testing; Concrete – Microstructure; Concrete – Chemical resistance; Concrete beams – Testing.

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APA (6th Edition):

Fan, T. (2012). Concrete microstructure homogenization technique with application to model concrete serviceability. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20818

Chicago Manual of Style (16th Edition):

Fan, Tai. “Concrete microstructure homogenization technique with application to model concrete serviceability.” 2012. Doctoral Dissertation, University of New Mexico. Accessed April 02, 2020. http://hdl.handle.net/1928/20818.

MLA Handbook (7th Edition):

Fan, Tai. “Concrete microstructure homogenization technique with application to model concrete serviceability.” 2012. Web. 02 Apr 2020.

Vancouver:

Fan T. Concrete microstructure homogenization technique with application to model concrete serviceability. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1928/20818.

Council of Science Editors:

Fan T. Concrete microstructure homogenization technique with application to model concrete serviceability. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20818


Hong Kong University of Science and Technology

22. Yu, Changli. The study of reinforced pseudo-ductile cementitious composite permanent formwork.

Degree: 2014, Hong Kong University of Science and Technology

 To enhance the durability of reinforced concrete structures, high performance concrete with low water/binder ratio is often employed. However, the opening of cracks in the… (more)

Subjects/Keywords: Cement composites ; Composite-reinforced concrete ; Concrete beams ; Concrete ; Cracking

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

APA (6th Edition):

Yu, C. (2014). The study of reinforced pseudo-ductile cementitious composite permanent formwork. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/th_redirect.html

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, Changli. “The study of reinforced pseudo-ductile cementitious composite permanent formwork.” 2014. Thesis, Hong Kong University of Science and Technology. Accessed April 02, 2020. http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Yu, Changli. “The study of reinforced pseudo-ductile cementitious composite permanent formwork.” 2014. Web. 02 Apr 2020.

Vancouver:

Yu C. The study of reinforced pseudo-ductile cementitious composite permanent formwork. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2014. [cited 2020 Apr 02]. Available from: http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/th_redirect.html.

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

Council of Science Editors:

Yu C. The study of reinforced pseudo-ductile cementitious composite permanent formwork. [Thesis]. Hong Kong University of Science and Technology; 2014. Available from: http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/th_redirect.html

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


Anna University

23. Chithra R. Study on the behaviour of prefabricated cage reinforced concrete beams;.

Degree: Prefabricated cage reinforced concrete beams, 2014, Anna University

Construction time plays a vital role as it affects the life cycle cost of the project In reinforced concrete system time consumed to cut bend… (more)

Subjects/Keywords: Civil engineering; Prefabricated cage; Reinforced concrete beams

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

APA (6th Edition):

R, C. (2014). Study on the behaviour of prefabricated cage reinforced concrete beams;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/23586

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):

R, Chithra. “Study on the behaviour of prefabricated cage reinforced concrete beams;.” 2014. Thesis, Anna University. Accessed April 02, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/23586.

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

MLA Handbook (7th Edition):

R, Chithra. “Study on the behaviour of prefabricated cage reinforced concrete beams;.” 2014. Web. 02 Apr 2020.

Vancouver:

R C. Study on the behaviour of prefabricated cage reinforced concrete beams;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Apr 02]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/23586.

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

Council of Science Editors:

R C. Study on the behaviour of prefabricated cage reinforced concrete beams;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/23586

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

24. Kannapiran K. Durability and flexural behaviour of fly ash based geopolymer concrete beams;.

Degree: Durability and flexural behaviour of fly ash based geopolymer concrete beams, 2014, Anna University

The production of Portland cement has been swelling manifold newlinethroughout the world due to the mounting demands of the construction newlineindustry. However, this huge production… (more)

Subjects/Keywords: Civil engineering; Concrete beams; Fly ash

Page 1

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APA (6th Edition):

K, K. (2014). Durability and flexural behaviour of fly ash based geopolymer concrete beams;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/16147

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, Kannapiran. “Durability and flexural behaviour of fly ash based geopolymer concrete beams;.” 2014. Thesis, Anna University. Accessed April 02, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/16147.

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

MLA Handbook (7th Edition):

K, Kannapiran. “Durability and flexural behaviour of fly ash based geopolymer concrete beams;.” 2014. Web. 02 Apr 2020.

Vancouver:

K K. Durability and flexural behaviour of fly ash based geopolymer concrete beams;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Apr 02]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/16147.

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

Council of Science Editors:

K K. Durability and flexural behaviour of fly ash based geopolymer concrete beams;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/16147

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

25. Shanmugam U. Experimental investigation on rc beams and columns retrofitted and rehabilitated with cfrp gfrp hybrid wrapping;.

Degree: CFRP GFRP hybrid wrapping, 2014, Anna University

All over the world maintenance and repair of reinforced concrete newlinestructures are becoming major challenge for the construction industry. Many newlinereinforced concrete structures that were… (more)

Subjects/Keywords: Civil engineering; Concrete structures; RC beams

Page 1

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APA (6th Edition):

U, S. (2014). Experimental investigation on rc beams and columns retrofitted and rehabilitated with cfrp gfrp hybrid wrapping;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/16073

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):

U, Shanmugam. “Experimental investigation on rc beams and columns retrofitted and rehabilitated with cfrp gfrp hybrid wrapping;.” 2014. Thesis, Anna University. Accessed April 02, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/16073.

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

MLA Handbook (7th Edition):

U, Shanmugam. “Experimental investigation on rc beams and columns retrofitted and rehabilitated with cfrp gfrp hybrid wrapping;.” 2014. Web. 02 Apr 2020.

Vancouver:

U S. Experimental investigation on rc beams and columns retrofitted and rehabilitated with cfrp gfrp hybrid wrapping;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Apr 02]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/16073.

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

Council of Science Editors:

U S. Experimental investigation on rc beams and columns retrofitted and rehabilitated with cfrp gfrp hybrid wrapping;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/16073

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


Oregon State University

26. Lee, Ae-young S. High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2006, Oregon State University

Subjects/Keywords: Concrete beams  – Fatigue

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APA (6th Edition):

Lee, A. S. (2006). High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22453

Chicago Manual of Style (16th Edition):

Lee, Ae-young S. “High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders.” 2006. Masters Thesis, Oregon State University. Accessed April 02, 2020. http://hdl.handle.net/1957/22453.

MLA Handbook (7th Edition):

Lee, Ae-young S. “High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders.” 2006. Web. 02 Apr 2020.

Vancouver:

Lee AS. High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2006. [cited 2020 Apr 02]. Available from: http://hdl.handle.net/1957/22453.

Council of Science Editors:

Lee AS. High-cycle fatigue response of diagonally-cracked conventionally reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2006. Available from: http://hdl.handle.net/1957/22453


McGill University

27. Adaszkiewicz, Mark Ludomir. Behaviour of continuous reinforced concrete beams under uniform loads.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1977, McGill University

Subjects/Keywords: Concrete beams  – Testing.

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APA (6th Edition):

Adaszkiewicz, M. L. (1977). Behaviour of continuous reinforced concrete beams under uniform loads. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile54436.pdf

Chicago Manual of Style (16th Edition):

Adaszkiewicz, Mark Ludomir. “Behaviour of continuous reinforced concrete beams under uniform loads.” 1977. Masters Thesis, McGill University. Accessed April 02, 2020. http://digitool.library.mcgill.ca/thesisfile54436.pdf.

MLA Handbook (7th Edition):

Adaszkiewicz, Mark Ludomir. “Behaviour of continuous reinforced concrete beams under uniform loads.” 1977. Web. 02 Apr 2020.

Vancouver:

Adaszkiewicz ML. Behaviour of continuous reinforced concrete beams under uniform loads. [Internet] [Masters thesis]. McGill University; 1977. [cited 2020 Apr 02]. Available from: http://digitool.library.mcgill.ca/thesisfile54436.pdf.

Council of Science Editors:

Adaszkiewicz ML. Behaviour of continuous reinforced concrete beams under uniform loads. [Masters Thesis]. McGill University; 1977. Available from: http://digitool.library.mcgill.ca/thesisfile54436.pdf


McGill University

28. Pradolin, Luigi. A design method for masonry walls on concrete beams.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1979, McGill University

Subjects/Keywords: Concrete beams.; Masonry.

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APA (6th Edition):

Pradolin, L. (1979). A design method for masonry walls on concrete beams. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile52312.pdf

Chicago Manual of Style (16th Edition):

Pradolin, Luigi. “A design method for masonry walls on concrete beams.” 1979. Masters Thesis, McGill University. Accessed April 02, 2020. http://digitool.library.mcgill.ca/thesisfile52312.pdf.

MLA Handbook (7th Edition):

Pradolin, Luigi. “A design method for masonry walls on concrete beams.” 1979. Web. 02 Apr 2020.

Vancouver:

Pradolin L. A design method for masonry walls on concrete beams. [Internet] [Masters thesis]. McGill University; 1979. [cited 2020 Apr 02]. Available from: http://digitool.library.mcgill.ca/thesisfile52312.pdf.

Council of Science Editors:

Pradolin L. A design method for masonry walls on concrete beams. [Masters Thesis]. McGill University; 1979. Available from: http://digitool.library.mcgill.ca/thesisfile52312.pdf


McGill University

29. Jeanty, Paul Roland. Top-bar and embedment length effects in reinforced concrete beams.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1978, McGill University

Subjects/Keywords: Concrete beams  – Testing.

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APA (6th Edition):

Jeanty, P. R. (1978). Top-bar and embedment length effects in reinforced concrete beams. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile54716.pdf

Chicago Manual of Style (16th Edition):

Jeanty, Paul Roland. “Top-bar and embedment length effects in reinforced concrete beams.” 1978. Masters Thesis, McGill University. Accessed April 02, 2020. http://digitool.library.mcgill.ca/thesisfile54716.pdf.

MLA Handbook (7th Edition):

Jeanty, Paul Roland. “Top-bar and embedment length effects in reinforced concrete beams.” 1978. Web. 02 Apr 2020.

Vancouver:

Jeanty PR. Top-bar and embedment length effects in reinforced concrete beams. [Internet] [Masters thesis]. McGill University; 1978. [cited 2020 Apr 02]. Available from: http://digitool.library.mcgill.ca/thesisfile54716.pdf.

Council of Science Editors:

Jeanty PR. Top-bar and embedment length effects in reinforced concrete beams. [Masters Thesis]. McGill University; 1978. Available from: http://digitool.library.mcgill.ca/thesisfile54716.pdf


McGill University

30. Mirza, Muhammad Saeed. An Investigation of combined stresses in reinforced concrete beams.

Degree: PhD, Department of Civil Engineering and Applied Mechanics, 1967, McGill University

Subjects/Keywords: Concrete beams  – Testing.

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

APA (6th Edition):

Mirza, M. S. (1967). An Investigation of combined stresses in reinforced concrete beams. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile73686.pdf

Chicago Manual of Style (16th Edition):

Mirza, Muhammad Saeed. “An Investigation of combined stresses in reinforced concrete beams.” 1967. Doctoral Dissertation, McGill University. Accessed April 02, 2020. http://digitool.library.mcgill.ca/thesisfile73686.pdf.

MLA Handbook (7th Edition):

Mirza, Muhammad Saeed. “An Investigation of combined stresses in reinforced concrete beams.” 1967. Web. 02 Apr 2020.

Vancouver:

Mirza MS. An Investigation of combined stresses in reinforced concrete beams. [Internet] [Doctoral dissertation]. McGill University; 1967. [cited 2020 Apr 02]. Available from: http://digitool.library.mcgill.ca/thesisfile73686.pdf.

Council of Science Editors:

Mirza MS. An Investigation of combined stresses in reinforced concrete beams. [Doctoral Dissertation]. McGill University; 1967. Available from: http://digitool.library.mcgill.ca/thesisfile73686.pdf

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