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You searched for subject:(Reinforced concrete). Showing records 1 – 30 of 2553 total matches.

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University of Johannesburg

1. Krijnauw, Pieter. Die skuifsterkte van gewapende beton.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

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):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Thesis, University of Johannesburg. Accessed June 17, 2019. http://hdl.handle.net/10210/9263.

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

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Web. 17 Jun 2019.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10210/9263.

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

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

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


University of Hong Kong

2. Dong, Chunxiao. Lateral strain modeling, analysis and design of confined concrete.

Degree: PhD, 2016, University of Hong Kong

 This thesis presents a lateral strain model of confined concrete, which makes no assumptions on the properties of confining materials and is therefore generally applicable… (more)

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Dong, C. (2016). Lateral strain modeling, analysis and design of confined concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235895

Chicago Manual of Style (16th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed June 17, 2019. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 17 Jun 2019.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10722/235895.

Council of Science Editors:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235895


Oregon State University

3. Shields, Silas A. Assessing durability of reinforced concrete and ductile Iron.

Degree: MS, 2017, Oregon State University

 The first goal of this master’s thesis was to investigate the linkage between a non-destructive testing method, surface resistivity, and premature concrete deterioration brought on… (more)

Subjects/Keywords: Reinforced Concrete

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APA (6th Edition):

Shields, S. A. (2017). Assessing durability of reinforced concrete and ductile Iron. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/61656

Chicago Manual of Style (16th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Masters Thesis, Oregon State University. Accessed June 17, 2019. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 17 Jun 2019.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1957/61656.

Council of Science Editors:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Masters Thesis]. Oregon State University; 2017. Available from: http://hdl.handle.net/1957/61656


University of Hong Kong

4. Wang, Lu. Post-compressed plates for strengthening preloaded reinforced concretecolumns.

Degree: PhD, 2013, University of Hong Kong

 Reinforced concrete (RC) columns are the primary load-bearing structural components in buildings. Over time these columns may need to be repaired or strengthened either due… (more)

Subjects/Keywords: Reinforced concrete construction.; Columns, Concrete.

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APA (6th Edition):

Wang, L. (2013). Post-compressed plates for strengthening preloaded reinforced concretecolumns. (Doctoral Dissertation). University of Hong Kong. Retrieved from Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052

Chicago Manual of Style (16th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed June 17, 2019. Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 17 Jun 2019.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 Jun 17]. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

Council of Science Editors:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052


University of Hong Kong

5. 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 June 17, 2019. 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. 17 Jun 2019.

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 2019 Jun 17]. 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


Oregon State University

6. Lostra, Mackenzie M. W. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.

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

 Large numbers of reinforced concrete (RC) bridges were built in the past that are now considered seismically deficient. The structural members most likely to be… (more)

Subjects/Keywords: Reinforced Concrete; Reinforced concrete  – Earthquake effects

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APA (6th Edition):

Lostra, M. M. W. (2016). Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59903

Chicago Manual of Style (16th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Masters Thesis, Oregon State University. Accessed June 17, 2019. http://hdl.handle.net/1957/59903.

MLA Handbook (7th Edition):

Lostra, Mackenzie M W. “Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars.” 2016. Web. 17 Jun 2019.

Vancouver:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1957/59903.

Council of Science Editors:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59903


University of Hong Kong

7. Chen, Mantai. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.

Degree: M. Phil., 2014, University of Hong Kong

The stress-strain relationship of concrete in flexure is one of the essential parameters in assessing the flexural strength and ductility of reinforced concrete (RC) structures.… (more)

Subjects/Keywords: Reinforced concrete construction

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APA (6th Edition):

Chen, M. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Masters Thesis). University of Hong Kong. Retrieved from Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429

Chicago Manual of Style (16th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Masters Thesis, University of Hong Kong. Accessed June 17, 2019. Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

MLA Handbook (7th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Web. 17 Jun 2019.

Vancouver:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Internet] [Masters thesis]. University of Hong Kong; 2014. [cited 2019 Jun 17]. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

Council of Science Editors:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Masters Thesis]. University of Hong Kong; 2014. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429


Florida Atlantic University

8. Nazim, Manzurul. Corrosion Propagation of Rebar Embedded in High Performance Concrete.

Degree: MS, 2017, Florida Atlantic University

Summary: The FDOT has been using supplementary cementitious materials while constructing steel reinforced concrete marine bridge structures for over 3 decades. Previous findings indicated that… (more)

Subjects/Keywords: Reinforced concrete – Corrosion.; Reinforced concrete – Chemical resistance.; Reinforced concrete – Deterioration.; Concrete – Corrosion.; Concrete – Mechanical properties.

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APA (6th Edition):

Nazim, M. (2017). Corrosion Propagation of Rebar Embedded in High Performance Concrete. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941

Chicago Manual of Style (16th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Masters Thesis, Florida Atlantic University. Accessed June 17, 2019. http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

MLA Handbook (7th Edition):

Nazim, Manzurul. “Corrosion Propagation of Rebar Embedded in High Performance Concrete.” 2017. Web. 17 Jun 2019.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Jun 17]. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941.

Council of Science Editors:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004941 ; (URL) http://purl.flvc.org/fau/fd/FA00004941


Stellenbosch University

9. Mudge, Frederik Jacobus. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: Ground-supported concrete slabs are common structural elements, used for a multitude of purposes. In industrial flooring applications, slabs-on-ground (SOG) are often subjected to… (more)

Subjects/Keywords: Fibre-reinforced concrete; Reinforced concrete; UCTD; Reinforced concrete slabs  – Design; Concrete slabs  – Design and construction

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APA (6th Edition):

Mudge, F. J. (2017). Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102721

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):

Mudge, Frederik Jacobus. “Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.” 2017. Thesis, Stellenbosch University. Accessed June 17, 2019. http://hdl.handle.net/10019.1/102721.

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

MLA Handbook (7th Edition):

Mudge, Frederik Jacobus. “Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.” 2017. Web. 17 Jun 2019.

Vancouver:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10019.1/102721.

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

Council of Science Editors:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102721

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


Stellenbosch University

10. Pike, Leo Mallett. Model for predicting creep of cracked steel fibre reinforced concrete.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

ENGLISH ABSTRACT: The investigation of the creep of cracked fibre reinforced concrete has gained momentum over the past few years. However, there is still no… (more)

Subjects/Keywords: Concrete  – Creep; UCTD; Reinforced concrete  – Cracking; Fiber-reinforced concrete  – Cracking; Modelling

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APA (6th Edition):

Pike, L. M. (2018). Model for predicting creep of cracked steel fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103488

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):

Pike, Leo Mallett. “Model for predicting creep of cracked steel fibre reinforced concrete.” 2018. Thesis, Stellenbosch University. Accessed June 17, 2019. http://hdl.handle.net/10019.1/103488.

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

MLA Handbook (7th Edition):

Pike, Leo Mallett. “Model for predicting creep of cracked steel fibre reinforced concrete.” 2018. Web. 17 Jun 2019.

Vancouver:

Pike LM. Model for predicting creep of cracked steel fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10019.1/103488.

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

Council of Science Editors:

Pike LM. Model for predicting creep of cracked steel fibre reinforced concrete. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103488

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


University of Technology, Sydney

11. Kim, SJ. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.

Degree: 2009, University of Technology, Sydney

Reinforced concrete (RC) slabs are one of the most commonly occurring structural forms. Penetrations (otherwise known as openings or cut-outs) in new as well as… (more)

Subjects/Keywords: Reinforced concrete.; Fibre reinforced polymer.; FRP.

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APA (6th Edition):

Kim, S. (2009). Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30188

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):

Kim, SJ. “Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.” 2009. Thesis, University of Technology, Sydney. Accessed June 17, 2019. http://hdl.handle.net/10453/30188.

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

MLA Handbook (7th Edition):

Kim, SJ. “Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites.” 2009. Web. 17 Jun 2019.

Vancouver:

Kim S. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. [Internet] [Thesis]. University of Technology, Sydney; 2009. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10453/30188.

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

Council of Science Editors:

Kim S. Strengthening of RC slabs with penetrations using unanchored and anchored FRP composites. [Thesis]. University of Technology, Sydney; 2009. Available from: http://hdl.handle.net/10453/30188

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


Anna University

12. Ramadevi K. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.

Degree: Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames, 2015, Anna University

The concept of using fibres to reinforce a brittle material is not new According to American Concrete Institute ACI manual of concrete practice the use… (more)

Subjects/Keywords: Civil engineering; Ductile beahaviour; Hybrid fibre reinforced concrete; Reinforced concrete elements; Reinforced concrete frames

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APA (6th Edition):

K, R. (2015). Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49451

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, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Thesis, Anna University. Accessed June 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/49451.

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

MLA Handbook (7th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Web. 17 Jun 2019.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Jun 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451.

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

Council of Science Editors:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451

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


University of Technology, Sydney

13. Kabir, MI. Short and long term performance of concrete structures repaired/strengthened with FRP.

Degree: 2014, University of Technology, Sydney

 Fibre Reinforced Polymer (FRP) composites have lately become a popular choice for strengthening and/or repairing of reinforced concrete (RC) structures due to their advantageous properties… (more)

Subjects/Keywords: FRP.; Fibre reinforced Polymer.; Reinforced concrete structures.; Fibre reinforced concrete.; Concrete repair.; Wildcardtest.

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APA (6th Edition):

Kabir, M. (2014). Short and long term performance of concrete structures repaired/strengthened with FRP. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30380

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):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Thesis, University of Technology, Sydney. Accessed June 17, 2019. http://hdl.handle.net/10453/30380.

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

MLA Handbook (7th Edition):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Web. 17 Jun 2019.

Vancouver:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10453/30380.

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

Council of Science Editors:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Thesis]. University of Technology, Sydney; 2014. Available from: http://hdl.handle.net/10453/30380

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


Stellenbosch University

14. Bezuidenhout, Schalk Ruan. Corrosion propagation in cracked reinforced concrete structures.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: The durability of a reinforced concrete (RC) structure is significantly influenced by the presence of cracks. Cracks act as pathways that accelerate the… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Reinforced concrete  – Cracking; Corrosion rate; Reinforced concrete  – Testing; Stress corrosion; UCTD

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

APA (6th Edition):

Bezuidenhout, S. R. (2017). Corrosion propagation in cracked reinforced concrete structures. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102853

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):

Bezuidenhout, Schalk Ruan. “Corrosion propagation in cracked reinforced concrete structures.” 2017. Thesis, Stellenbosch University. Accessed June 17, 2019. http://hdl.handle.net/10019.1/102853.

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

MLA Handbook (7th Edition):

Bezuidenhout, Schalk Ruan. “Corrosion propagation in cracked reinforced concrete structures.” 2017. Web. 17 Jun 2019.

Vancouver:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10019.1/102853.

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

Council of Science Editors:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102853

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


Brno University of Technology

15. Vrána, Libor. Posouzení nosné konstrukce polyfunkčního domu .

Degree: 2012, Brno University of Technology

 Bakalářská práce obsahuje statickou analýzu a návrh stropní konstrukce polyfunkčního domu. Zadáním práce je posoudit a dimenzovat jednotlivé části stropní konstrukce.; The Bachelor´s thesis describes… (more)

Subjects/Keywords: Železobeton; železobetonová stropní konstrukce; železobetonové žebro; Reinforced concrete; reinforced concrete slab; reinforced concrete rib

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APA (6th Edition):

Vrána, L. (2012). Posouzení nosné konstrukce polyfunkčního domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/16833

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):

Vrána, Libor. “Posouzení nosné konstrukce polyfunkčního domu .” 2012. Thesis, Brno University of Technology. Accessed June 17, 2019. http://hdl.handle.net/11012/16833.

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

MLA Handbook (7th Edition):

Vrána, Libor. “Posouzení nosné konstrukce polyfunkčního domu .” 2012. Web. 17 Jun 2019.

Vancouver:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/11012/16833.

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

Council of Science Editors:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/16833

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


Reykjavík University

16. Sigurður Rúnar Birgisson. Shear Resistance of Reinforced Concrete Beams Without Stirrups.

Degree: 2011, Reykjavík University

Shear failures in concrete structures are very hazardous. These failures can rarely be predicted and often happen explosively. For decades, tests have been done to… (more)

Subjects/Keywords: Steinsteypa; Járnbending; Reinforced concrete

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APA (6th Edition):

Birgisson, S. R. (2011). Shear Resistance of Reinforced Concrete Beams Without Stirrups. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/10639

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):

Birgisson, Sigurður Rúnar. “Shear Resistance of Reinforced Concrete Beams Without Stirrups.” 2011. Thesis, Reykjavík University. Accessed June 17, 2019. http://hdl.handle.net/1946/10639.

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

MLA Handbook (7th Edition):

Birgisson, Sigurður Rúnar. “Shear Resistance of Reinforced Concrete Beams Without Stirrups.” 2011. Web. 17 Jun 2019.

Vancouver:

Birgisson SR. Shear Resistance of Reinforced Concrete Beams Without Stirrups. [Internet] [Thesis]. Reykjavík University; 2011. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1946/10639.

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

Council of Science Editors:

Birgisson SR. Shear Resistance of Reinforced Concrete Beams Without Stirrups. [Thesis]. Reykjavík University; 2011. Available from: http://hdl.handle.net/1946/10639

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


Reykjavík University

17. Sólrún Lovísa Sveinsdóttir 1985. Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material.

Degree: 2012, Reykjavík University

 Fibre reinforced polymer (FRP), as externally bonded reinforcement, is a very beneficial technique to repair and strengthen reinforced concrete (RC) members. This technique is used… (more)

Subjects/Keywords: Byggingarverkfræði; Járnbending; Steinsteypa; Reinforced concrete

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APA (6th Edition):

1985, S. L. S. (2012). Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material. (Thesis). Reykjavík University. Retrieved from http://hdl.handle.net/1946/12546

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):

1985, Sólrún Lovísa Sveinsdóttir. “Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material.” 2012. Thesis, Reykjavík University. Accessed June 17, 2019. http://hdl.handle.net/1946/12546.

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

MLA Handbook (7th Edition):

1985, Sólrún Lovísa Sveinsdóttir. “Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material.” 2012. Web. 17 Jun 2019.

Vancouver:

1985 SLS. Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material. [Internet] [Thesis]. Reykjavík University; 2012. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1946/12546.

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

Council of Science Editors:

1985 SLS. Experimental research on strengthening of concrete beams by the use of epoxy adhesive and cement-based bonding material. [Thesis]. Reykjavík University; 2012. Available from: http://hdl.handle.net/1946/12546

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


Texas A&M University

18. Kueht, Erin. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.

Degree: 2009, Texas A&M University

 The close proximity to the New Madrid Seismic Zone and the significant population and infrastructure presents a potentially substantial risk for central U.S. cities such… (more)

Subjects/Keywords: seismic; reinforced concrete; Central U.S.

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APA (6th Edition):

Kueht, E. (2009). Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1462

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):

Kueht, Erin. “Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.” 2009. Thesis, Texas A&M University. Accessed June 17, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1462.

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

MLA Handbook (7th Edition):

Kueht, Erin. “Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.” 2009. Web. 17 Jun 2019.

Vancouver:

Kueht E. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1462.

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

Council of Science Editors:

Kueht E. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1462

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

19. Chandrasekhar, Morampudi. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Hyderabad

The development of Self Compacting Concrete (SCC) is described by the Concrete Society and Building Research Establishment (BRE) newlineas a quiet revolution in the construction… (more)

Subjects/Keywords: Behaviour; Compacting; Concrete; Panels; Reinforced

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APA (6th Edition):

Chandrasekhar, M. (2013). Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. (Thesis). Jawaharlal Nehru Technological University, Hyderabad. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/19937

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):

Chandrasekhar, Morampudi. “Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.” 2013. Thesis, Jawaharlal Nehru Technological University, Hyderabad. Accessed June 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/19937.

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

MLA Handbook (7th Edition):

Chandrasekhar, Morampudi. “Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels.” 2013. Web. 17 Jun 2019.

Vancouver:

Chandrasekhar M. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. [cited 2019 Jun 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19937.

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

Council of Science Editors:

Chandrasekhar M. Behaviour of Fibre reinforced Self-Compacting concrete and its application as wall Panels. [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19937

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


Georgia Tech

20. Stemm, Howard John. Load survey of a reinforced concrete warehouse.

Degree: MS, Civil engineering, 1931, Georgia Tech

Subjects/Keywords: Reinforced concrete

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

APA (6th Edition):

Stemm, H. J. (1931). Load survey of a reinforced concrete warehouse. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/33620

Chicago Manual of Style (16th Edition):

Stemm, Howard John. “Load survey of a reinforced concrete warehouse.” 1931. Masters Thesis, Georgia Tech. Accessed June 17, 2019. http://hdl.handle.net/1853/33620.

MLA Handbook (7th Edition):

Stemm, Howard John. “Load survey of a reinforced concrete warehouse.” 1931. Web. 17 Jun 2019.

Vancouver:

Stemm HJ. Load survey of a reinforced concrete warehouse. [Internet] [Masters thesis]. Georgia Tech; 1931. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1853/33620.

Council of Science Editors:

Stemm HJ. Load survey of a reinforced concrete warehouse. [Masters Thesis]. Georgia Tech; 1931. Available from: http://hdl.handle.net/1853/33620


Queens University

21. Hollingshead, Kevin. THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS .

Degree: Civil Engineering, 2012, Queens University

 Given the current global crisis of deteriorating infrastructure, structural rehabilitation has been the focus of much recent research in the field of civil engineering. Consequently,… (more)

Subjects/Keywords: FRP; Reinforced Concrete; Fire

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APA (6th Edition):

Hollingshead, K. (2012). THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7238

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):

Hollingshead, Kevin. “THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS .” 2012. Thesis, Queens University. Accessed June 17, 2019. http://hdl.handle.net/1974/7238.

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

MLA Handbook (7th Edition):

Hollingshead, Kevin. “THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS .” 2012. Web. 17 Jun 2019.

Vancouver:

Hollingshead K. THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS . [Internet] [Thesis]. Queens University; 2012. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1974/7238.

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

Council of Science Editors:

Hollingshead K. THE EFFECTS OF FIRE ON INSULATED REINFORCED CONCRETE MEMBERS STRENGTHENED WITH FIBRE REINFORCED POLYMERS . [Thesis]. Queens University; 2012. Available from: http://hdl.handle.net/1974/7238

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


Oregon State University

22. Mazarei, Vandad. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.

Degree: MS, Civil Engineering, 2015, Oregon State University

 Alkali silica reaction (ASR) and corrosion of reinforcement are two deterioration mechanisms in reinforced concrete (RC) structures. These deterioration mechanisms can significantly damage a RC… (more)

Subjects/Keywords: Corrosion; Reinforced concrete  – Corrosion

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APA (6th Edition):

Mazarei, V. (2015). Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/57962

Chicago Manual of Style (16th Edition):

Mazarei, Vandad. “Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.” 2015. Masters Thesis, Oregon State University. Accessed June 17, 2019. http://hdl.handle.net/1957/57962.

MLA Handbook (7th Edition):

Mazarei, Vandad. “Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems.” 2015. Web. 17 Jun 2019.

Vancouver:

Mazarei V. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. [Internet] [Masters thesis]. Oregon State University; 2015. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1957/57962.

Council of Science Editors:

Mazarei V. Synergistic Effects of Alkali Silica Reaction (ASR) and Fly Ash on the Corrosion Characteristics of Reinforced Concrete Systems. [Masters Thesis]. Oregon State University; 2015. Available from: http://hdl.handle.net/1957/57962


University of Hong Kong

23. Hu, Shenghua. FRP-strengthened RC slabs anchored with FRP anchors.

Degree: M. Phil., 2011, University of Hong Kong

Existing reinforced concrete (RC) structure can be strengthened upon the addition of externally bonded high-strength light-weight fibre-reinforced polymer (FRP) composites. An abundance of research over… (more)

Subjects/Keywords: Concrete slabs.; Fiber-reinforced plastics.

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APA (6th Edition):

Hu, S. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Masters Thesis). University of Hong Kong. Retrieved from Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538

Chicago Manual of Style (16th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Masters Thesis, University of Hong Kong. Accessed June 17, 2019. Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

MLA Handbook (7th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Web. 17 Jun 2019.

Vancouver:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Internet] [Masters thesis]. University of Hong Kong; 2011. [cited 2019 Jun 17]. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

Council of Science Editors:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Masters Thesis]. University of Hong Kong; 2011. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538


University of Toronto

24. Johnson, David Tse Chuen. Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures.

Degree: 2009, University of Toronto

A study of the existing data shows that two areas of GFRP bar research among others are in need of investigation, the first being behaviour… (more)

Subjects/Keywords: Reinforced Concrete; GFRP; 0543

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APA (6th Edition):

Johnson, D. T. C. (2009). Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/18774

Chicago Manual of Style (16th Edition):

Johnson, David Tse Chuen. “Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures.” 2009. Masters Thesis, University of Toronto. Accessed June 17, 2019. http://hdl.handle.net/1807/18774.

MLA Handbook (7th Edition):

Johnson, David Tse Chuen. “Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures.” 2009. Web. 17 Jun 2019.

Vancouver:

Johnson DTC. Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures. [Internet] [Masters thesis]. University of Toronto; 2009. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1807/18774.

Council of Science Editors:

Johnson DTC. Investigation of Glass Fibre Reinforced Polymer Reinforcing Bars as Internal Reinforcement for Concrete Structures. [Masters Thesis]. University of Toronto; 2009. Available from: http://hdl.handle.net/1807/18774


University of Toronto

25. Getzlaf, Douglas Donald. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.

Degree: 2012, University of Toronto

Non-corroding materials, such as Fibre-Reinforced Polymer (FRP) bars, are now being used as reinforcement for reinforced concrete structures in order to extend their lifetime and… (more)

Subjects/Keywords: Structural Engineering; Reinforced Concrete; 0543

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APA (6th Edition):

Getzlaf, D. D. (2012). An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33212

Chicago Manual of Style (16th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed June 17, 2019. http://hdl.handle.net/1807/33212.

MLA Handbook (7th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Web. 17 Jun 2019.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1807/33212.

Council of Science Editors:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33212


University of Toronto

26. Wu, Sixian. Rational Modeling of Arching Action in Laterally Restrained Beams.

Degree: 2013, University of Toronto

It is well known that arching action in reinforced concrete slabs resulting from surrounding restraining elements is responsible for much greater collapse loads than those… (more)

Subjects/Keywords: Arching Action; Reinforced Concrete; 0543

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APA (6th Edition):

Wu, S. (2013). Rational Modeling of Arching Action in Laterally Restrained Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35148

Chicago Manual of Style (16th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Masters Thesis, University of Toronto. Accessed June 17, 2019. http://hdl.handle.net/1807/35148.

MLA Handbook (7th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Web. 17 Jun 2019.

Vancouver:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1807/35148.

Council of Science Editors:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35148


Oregon State University

27. Goodall, Joshua K. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.

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

 Large numbers of vintage reinforced concrete deck-girder bridges remain in the national bridge inventory. Many of these exhibit diagonal cracking and other distress. Due to… (more)

Subjects/Keywords: Reinforced; Concrete bridges  – Cracking

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

APA (6th Edition):

Goodall, J. K. (2010). Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16280

Chicago Manual of Style (16th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Masters Thesis, Oregon State University. Accessed June 17, 2019. http://hdl.handle.net/1957/16280.

MLA Handbook (7th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Web. 17 Jun 2019.

Vancouver:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/1957/16280.

Council of Science Editors:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16280


University of Waterloo

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

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 June 17, 2019. 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. 17 Jun 2019.

Vancouver:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Jun 17]. 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


Delft University of Technology

29. Van der Have, R.C. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:.

Degree: 2015, Delft University of Technology

 With more advanced methods and increasing computational power, the simulation of reinforced concrete in a Finite Element Analysis (FEA) has become more and more realistic.… (more)

Subjects/Keywords: Random Fields; Reinforced Concrete; JCSS

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

APA (6th Edition):

Van der Have, R. C. (2015). Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7

Chicago Manual of Style (16th Edition):

Van der Have, R C. “Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:.” 2015. Masters Thesis, Delft University of Technology. Accessed June 17, 2019. http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7.

MLA Handbook (7th Edition):

Van der Have, R C. “Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:.” 2015. Web. 17 Jun 2019.

Vancouver:

Van der Have RC. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Jun 17]. Available from: http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7.

Council of Science Editors:

Van der Have RC. Random Fields for Non-Linear Finite Element Analysis of Reinforced Concrete:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:25780e9a-49c4-4085-9a65-af73119d97a7


Stellenbosch University

30. Mbewe, Peter Binali Kamowa. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

ENGLISH ABSTRACT: There is an increasing demand for the development and use of innovative materials with reduced cost of construction while offering improved structural properties.… (more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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

APA (6th Edition):

Mbewe, P. B. K. (2011). Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/18088

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Masters Thesis, Stellenbosch University. Accessed June 17, 2019. http://hdl.handle.net/10019.1/18088.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Web. 17 Jun 2019.

Vancouver:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2019 Jun 17]. Available from: http://hdl.handle.net/10019.1/18088.

Council of Science Editors:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/18088

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