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You searched for subject:(Reinforced). Showing records 1 – 30 of 3553 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 July 19, 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. 19 Jul 2019.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Jul 19]. 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 July 19, 2019. http://hdl.handle.net/10722/235895.

MLA Handbook (7th Edition):

Dong, Chunxiao. “Lateral strain modeling, analysis and design of confined concrete.” 2016. Web. 19 Jul 2019.

Vancouver:

Dong C. Lateral strain modeling, analysis and design of confined concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 Jul 19]. 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 July 19, 2019. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 19 Jul 2019.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2019 Jul 19]. 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 Technology, Sydney

4. 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 July 19, 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. 19 Jul 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 Jul 19]. 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


Oregon State University

5. 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 July 19, 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. 19 Jul 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 Jul 19]. 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 Zambia

6. Mbiyana, Keegan M. Simulation of fatigue failure in Sisal and Kenaf reinforced polypropylene .

Degree: 2015, University of Zambia

 Currently Fibre-Glass (FG) is the most widely used reinforcement in polymer composites. However, GF or fibre (|rassijs very expensive and non-biodegradable hence the need for… (more)

Subjects/Keywords: Polypropylene; Reinforced Plastics

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APA (6th Edition):

Mbiyana, K. M. (2015). Simulation of fatigue failure in Sisal and Kenaf reinforced polypropylene . (Thesis). University of Zambia. Retrieved from http://hdl.handle.net/123456789/4025

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):

Mbiyana, Keegan M. “Simulation of fatigue failure in Sisal and Kenaf reinforced polypropylene .” 2015. Thesis, University of Zambia. Accessed July 19, 2019. http://hdl.handle.net/123456789/4025.

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

MLA Handbook (7th Edition):

Mbiyana, Keegan M. “Simulation of fatigue failure in Sisal and Kenaf reinforced polypropylene .” 2015. Web. 19 Jul 2019.

Vancouver:

Mbiyana KM. Simulation of fatigue failure in Sisal and Kenaf reinforced polypropylene . [Internet] [Thesis]. University of Zambia; 2015. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/123456789/4025.

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

Council of Science Editors:

Mbiyana KM. Simulation of fatigue failure in Sisal and Kenaf reinforced polypropylene . [Thesis]. University of Zambia; 2015. Available from: http://hdl.handle.net/123456789/4025

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


University of Hawaii – Manoa

7. Gudapati, Vamshi Mohan. Processing and characterization of continuous fiber ceramic nanocomposites by preceramic polymer pyrolysis.

Degree: MS, 2011, University of Hawaii – Manoa

xi, 61 leaves, bound ill. 29 cm

In this work, two types of Continuous Fiber Ceramic Composites (CFCCs) were manufactured using preceramic polymer pyrolysis method… (more)

Subjects/Keywords: Fiber-reinforced ceramics

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APA (6th Edition):

Gudapati, V. M. (2011). Processing and characterization of continuous fiber ceramic nanocomposites by preceramic polymer pyrolysis. (Masters Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/20690

Chicago Manual of Style (16th Edition):

Gudapati, Vamshi Mohan. “Processing and characterization of continuous fiber ceramic nanocomposites by preceramic polymer pyrolysis.” 2011. Masters Thesis, University of Hawaii – Manoa. Accessed July 19, 2019. http://hdl.handle.net/10125/20690.

MLA Handbook (7th Edition):

Gudapati, Vamshi Mohan. “Processing and characterization of continuous fiber ceramic nanocomposites by preceramic polymer pyrolysis.” 2011. Web. 19 Jul 2019.

Vancouver:

Gudapati VM. Processing and characterization of continuous fiber ceramic nanocomposites by preceramic polymer pyrolysis. [Internet] [Masters thesis]. University of Hawaii – Manoa; 2011. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/10125/20690.

Council of Science Editors:

Gudapati VM. Processing and characterization of continuous fiber ceramic nanocomposites by preceramic polymer pyrolysis. [Masters Thesis]. University of Hawaii – Manoa; 2011. Available from: http://hdl.handle.net/10125/20690


University of Hong Kong

8. 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 July 19, 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. 19 Jul 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 Jul 19]. 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


Anna University

9. Sabapathy Y K. Experimental and analytical study on GFRP reinforced concrete deep beams.

Degree: Civil Engineering, 2013, Anna University

Corrosion of steel in reinforced concrete structures is one of the biggest challenges faced by the civil construction industry today. In reinforced concrete structures, corrosion… (more)

Subjects/Keywords: Reinforced concrete; Glass fiber reinforced polymer; Fiber reinforced polymer; Civil Engineering

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APA (6th Edition):

K, S. Y. (2013). Experimental and analytical study on GFRP reinforced concrete deep beams. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10080

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, Sabapathy Y. “Experimental and analytical study on GFRP reinforced concrete deep beams.” 2013. Thesis, Anna University. Accessed July 19, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/10080.

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

MLA Handbook (7th Edition):

K, Sabapathy Y. “Experimental and analytical study on GFRP reinforced concrete deep beams.” 2013. Web. 19 Jul 2019.

Vancouver:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Internet] [Thesis]. Anna University; 2013. [cited 2019 Jul 19]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10080.

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

Council of Science Editors:

K SY. Experimental and analytical study on GFRP reinforced concrete deep beams. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10080

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


Anna University

10. Mathai, Jessy. Performance of retrofitted reinforced concrete columns subjected to cyclic loading.

Degree: Civil Engineering, 2013, Anna University

Most of the Indian buildings are vulnerable to seismic action due to improper reinforcement detailing within the beam-column joints. The reinforced concrete frames without seismic… (more)

Subjects/Keywords: Indian buildings; Glass Fiber Reinforced Polymer; Carbon Fibre Reinforced Polymer; Reinforced Concrete

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APA (6th Edition):

Mathai, J. (2013). Performance of retrofitted reinforced concrete columns subjected to cyclic loading. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10090

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):

Mathai, Jessy. “Performance of retrofitted reinforced concrete columns subjected to cyclic loading.” 2013. Thesis, Anna University. Accessed July 19, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/10090.

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

MLA Handbook (7th Edition):

Mathai, Jessy. “Performance of retrofitted reinforced concrete columns subjected to cyclic loading.” 2013. Web. 19 Jul 2019.

Vancouver:

Mathai J. Performance of retrofitted reinforced concrete columns subjected to cyclic loading. [Internet] [Thesis]. Anna University; 2013. [cited 2019 Jul 19]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10090.

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

Council of Science Editors:

Mathai J. Performance of retrofitted reinforced concrete columns subjected to cyclic loading. [Thesis]. Anna University; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10090

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


Anna University

11. 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 July 19, 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. 19 Jul 2019.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Jul 19]. 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

12. 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 July 19, 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. 19 Jul 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 Jul 19]. 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

13. 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 (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 July 19, 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. 19 Jul 2019.

Vancouver:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Jul 19]. 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


Stellenbosch University

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

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 July 19, 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. 19 Jul 2019.

Vancouver:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Jul 19]. 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


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 July 19, 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. 19 Jul 2019.

Vancouver:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Jul 19]. 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


Florida Atlantic University

16. 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 July 19, 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. 19 Jul 2019.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Jul 19]. 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


University of Limerick

17. Vaughan, Ted Joseph. Micromechanical modelling of damage and failure in fibre reinforced composites under loading in the transverse plane.

Degree: 2011, University of Limerick

peer-reviewed

Fibre reinforced composites exhibit a gradual damage accumulation to failure, with a multitude of hierarchical dissipative mechanisms responsible for the deterioration of mechanical properties.… (more)

Subjects/Keywords: fibre reinforced composites; damage; failure

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APA (6th Edition):

Vaughan, T. J. (2011). Micromechanical modelling of damage and failure in fibre reinforced composites under loading in the transverse plane. (Thesis). University of Limerick. Retrieved from http://hdl.handle.net/10344/5042

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):

Vaughan, Ted Joseph. “Micromechanical modelling of damage and failure in fibre reinforced composites under loading in the transverse plane.” 2011. Thesis, University of Limerick. Accessed July 19, 2019. http://hdl.handle.net/10344/5042.

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

MLA Handbook (7th Edition):

Vaughan, Ted Joseph. “Micromechanical modelling of damage and failure in fibre reinforced composites under loading in the transverse plane.” 2011. Web. 19 Jul 2019.

Vancouver:

Vaughan TJ. Micromechanical modelling of damage and failure in fibre reinforced composites under loading in the transverse plane. [Internet] [Thesis]. University of Limerick; 2011. [cited 2019 Jul 19]. Available from: http://hdl.handle.net/10344/5042.

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

Council of Science Editors:

Vaughan TJ. Micromechanical modelling of damage and failure in fibre reinforced composites under loading in the transverse plane. [Thesis]. University of Limerick; 2011. Available from: http://hdl.handle.net/10344/5042

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


Reykjavík University

18. 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 July 19, 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. 19 Jul 2019.

Vancouver:

Birgisson SR. Shear Resistance of Reinforced Concrete Beams Without Stirrups. [Internet] [Thesis]. Reykjavík University; 2011. [cited 2019 Jul 19]. 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

19. 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 July 19, 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. 19 Jul 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 Jul 19]. 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

20. 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 July 19, 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. 19 Jul 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 Jul 19]. 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

21. Prasad, Bellam Sivarama Krishna. Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of rc deep beams; -.

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

Fruitful research efforts have been made in the recent past to newlineunderstand the behaviour of reinforced concrete deep beams. Though newlinesignificant developments have been taken… (more)

Subjects/Keywords: Beam; Distribution; Evaluation; Influence; Reinforced

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APA (6th Edition):

Prasad, B. S. K. (2013). Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of rc deep beams; -. (Thesis). Jawaharlal Nehru Technological University, Hyderabad. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/17282

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):

Prasad, Bellam Sivarama Krishna. “Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of rc deep beams; -.” 2013. Thesis, Jawaharlal Nehru Technological University, Hyderabad. Accessed July 19, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/17282.

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

MLA Handbook (7th Edition):

Prasad, Bellam Sivarama Krishna. “Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of rc deep beams; -.” 2013. Web. 19 Jul 2019.

Vancouver:

Prasad BSK. Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of rc deep beams; -. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. [cited 2019 Jul 19]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17282.

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

Council of Science Editors:

Prasad BSK. Evaluation of influence of beam size and distribution of shear reinforced on strength and ductility of rc deep beams; -. [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17282

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

22. 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 July 19, 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. 19 Jul 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 Jul 19]. 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

23. Manoharan, K. Performance of GFRP reinforced HPC compression members under axial loading.

Degree: Performance of GFRP reinforced HPC, 2014, SASTRA University

Performance of GFRP reinforced HPC compression members under axial loading were studied by conducting detailed experimental investigations. Basic properties of constituents of HPC were studied… (more)

Subjects/Keywords: Axial loading; Reinforced HPC

Page 1

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APA (6th Edition):

Manoharan, K. (2014). Performance of GFRP reinforced HPC compression members under axial loading. (Thesis). SASTRA University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/17545

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):

Manoharan, K. “Performance of GFRP reinforced HPC compression members under axial loading.” 2014. Thesis, SASTRA University. Accessed July 19, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/17545.

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

MLA Handbook (7th Edition):

Manoharan, K. “Performance of GFRP reinforced HPC compression members under axial loading.” 2014. Web. 19 Jul 2019.

Vancouver:

Manoharan K. Performance of GFRP reinforced HPC compression members under axial loading. [Internet] [Thesis]. SASTRA University; 2014. [cited 2019 Jul 19]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17545.

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

Council of Science Editors:

Manoharan K. Performance of GFRP reinforced HPC compression members under axial loading. [Thesis]. SASTRA University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/17545

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


Addis Ababa University

24. Diriba, Tilaye. Manufacturing And Strength test of E-glass Reinforced HDPE, And Single Strap Joint For Exposed Auto Body .

Degree: 2014, Addis Ababa University

 Due to ever tougher environmental and passive safety regulations, lightweight materials are getting considerable attention to reduce vehicle weight, fuel consumption, and improve the crashworthiness.… (more)

Subjects/Keywords: reinforced; thermoplastic; E-glass; joint

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APA (6th Edition):

Diriba, T. (2014). Manufacturing And Strength test of E-glass Reinforced HDPE, And Single Strap Joint For Exposed Auto Body . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5042

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):

Diriba, Tilaye. “Manufacturing And Strength test of E-glass Reinforced HDPE, And Single Strap Joint For Exposed Auto Body .” 2014. Thesis, Addis Ababa University. Accessed July 19, 2019. http://etd.aau.edu.et/dspace/handle/123456789/5042.

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

MLA Handbook (7th Edition):

Diriba, Tilaye. “Manufacturing And Strength test of E-glass Reinforced HDPE, And Single Strap Joint For Exposed Auto Body .” 2014. Web. 19 Jul 2019.

Vancouver:

Diriba T. Manufacturing And Strength test of E-glass Reinforced HDPE, And Single Strap Joint For Exposed Auto Body . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2019 Jul 19]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5042.

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

Council of Science Editors:

Diriba T. Manufacturing And Strength test of E-glass Reinforced HDPE, And Single Strap Joint For Exposed Auto Body . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5042

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


Georgia Tech

25. 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 (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 July 19, 2019. http://hdl.handle.net/1853/33620.

MLA Handbook (7th Edition):

Stemm, Howard John. “Load survey of a reinforced concrete warehouse.” 1931. Web. 19 Jul 2019.

Vancouver:

Stemm HJ. Load survey of a reinforced concrete warehouse. [Internet] [Masters thesis]. Georgia Tech; 1931. [cited 2019 Jul 19]. 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

26. 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 July 19, 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. 19 Jul 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 Jul 19]. 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

27. 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 July 19, 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. 19 Jul 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 Jul 19]. 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

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

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 July 19, 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. 19 Jul 2019.

Vancouver:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Internet] [Masters thesis]. University of Hong Kong; 2011. [cited 2019 Jul 19]. 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 Hong Kong

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

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 July 19, 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. 19 Jul 2019.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 Jul 19]. 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

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

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 July 19, 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. 19 Jul 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 Jul 19]. 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

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