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You searched for subject:(Reinforced concrete). Showing records 1 – 30 of 2786 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 08, 2020. 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. 08 Jul 2020.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Jul 08]. 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


Oregon State University

2. 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 08, 2020. http://hdl.handle.net/1957/61656.

MLA Handbook (7th Edition):

Shields, Silas A. “Assessing durability of reinforced concrete and ductile Iron.” 2017. Web. 08 Jul 2020.

Vancouver:

Shields SA. Assessing durability of reinforced concrete and ductile Iron. [Internet] [Masters thesis]. Oregon State University; 2017. [cited 2020 Jul 08]. 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


Rutgers University

3. Abdulhameed, Haider Adel, 1979-. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.

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

Self-consolidating concrete (SCC) has been used for repairs due to its ability in overhead applications and hard to access areas such as condensed reinforcement. However,… (more)

Subjects/Keywords: Concrete – Reinforced; Self-consolidating concrete

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APA (6th Edition):

Abdulhameed, Haider Adel, 1. (2018). Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55972/

Chicago Manual of Style (16th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Doctoral Dissertation, Rutgers University. Accessed July 08, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

MLA Handbook (7th Edition):

Abdulhameed, Haider Adel, 1979-. “Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material.” 2018. Web. 08 Jul 2020.

Vancouver:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2020 Jul 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/.

Council of Science Editors:

Abdulhameed, Haider Adel 1. Experimental and analytical study of fiber-reinforced self-consolidating concrete as a repair material. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55972/


Rutgers University

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

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

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

Subjects/Keywords: Reinforced concrete; Concrete beams

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed July 08, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 08 Jul 2020.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Jul 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

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


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 08, 2020. 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. 08 Jul 2020.

Vancouver:

Lostra MMW. Seismic Performance of Square Reinforced Concrete Columns Retrofitted with Titanium Alloy Bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Jul 08]. 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


Rutgers University

6. Grek, Daniel, 1987-. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).

Degree: PhD, Civil and Environmental Engineering, 2017, Rutgers University

Use of Fiber Reinforced Polymer (FRP) composite in infrastructures has steadily increased over the last two decades. The primary use is still for repair, rehabilitation… (more)

Subjects/Keywords: Polymers; Reinforced concrete

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APA (6th Edition):

Grek, Daniel, 1. (2017). High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55503/

Chicago Manual of Style (16th Edition):

Grek, Daniel, 1987-. “High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).” 2017. Doctoral Dissertation, Rutgers University. Accessed July 08, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/55503/.

MLA Handbook (7th Edition):

Grek, Daniel, 1987-. “High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP).” 2017. Web. 08 Jul 2020.

Vancouver:

Grek, Daniel 1. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). [Internet] [Doctoral dissertation]. Rutgers University; 2017. [cited 2020 Jul 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55503/.

Council of Science Editors:

Grek, Daniel 1. High temperature resistance of reinforced concrete beams strengthened with steel reinforced inorganic polymer (SRIP). [Doctoral Dissertation]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55503/


Rutgers University

7. Sholy, Christopher. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.

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

 The deteriorated state of the current infrastructure is problematic and economic factors limit the complete replacement of structures, stressing the importance on rehabilitation to extend… (more)

Subjects/Keywords: Fiber-reinforced concrete

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APA (6th Edition):

Sholy, C. (2018). Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57726/

Chicago Manual of Style (16th Edition):

Sholy, Christopher. “Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed July 08, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/57726/.

MLA Handbook (7th Edition):

Sholy, Christopher. “Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams.” 2018. Web. 08 Jul 2020.

Vancouver:

Sholy C. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2020 Jul 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57726/.

Council of Science Editors:

Sholy C. Investigation of fiber reinforced self-consolidation concrete laminates in retrofitting concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57726/


Rutgers University

8. Shehata, Andrew, 1996-. Creep behavior of high-performance concrete reinforced with polypropylene fibers.

Degree: MS, Civil and Environmental Engineering, 2019, Rutgers University

 High performance concrete (HPC) is being used on daily basis by the construction industry, due to its suburb properties. HPC attains high strength and durability… (more)

Subjects/Keywords: Reinforced concrete  – Creep

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APA (6th Edition):

Shehata, Andrew, 1. (2019). Creep behavior of high-performance concrete reinforced with polypropylene fibers. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/61058/

Chicago Manual of Style (16th Edition):

Shehata, Andrew, 1996-. “Creep behavior of high-performance concrete reinforced with polypropylene fibers.” 2019. Masters Thesis, Rutgers University. Accessed July 08, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/61058/.

MLA Handbook (7th Edition):

Shehata, Andrew, 1996-. “Creep behavior of high-performance concrete reinforced with polypropylene fibers.” 2019. Web. 08 Jul 2020.

Vancouver:

Shehata, Andrew 1. Creep behavior of high-performance concrete reinforced with polypropylene fibers. [Internet] [Masters thesis]. Rutgers University; 2019. [cited 2020 Jul 08]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61058/.

Council of Science Editors:

Shehata, Andrew 1. Creep behavior of high-performance concrete reinforced with polypropylene fibers. [Masters Thesis]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61058/


Kansas State University

9. Liao, Changmin. Design considerations for two-flight reinforced concrete stairs.

Degree: MS, Department of Architectural Engineering and Construction Science, 2020, Kansas State University

 The reinforced concrete stairs are commonly used in the built environment for many years. In the early 20th century, the use of steel as the… (more)

Subjects/Keywords: Reinforced concrete; Stair; Reinforced concrete stair; Two flight reinforced concrete stair

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APA (6th Edition):

Liao, C. (2020). Design considerations for two-flight reinforced concrete stairs. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40601

Chicago Manual of Style (16th Edition):

Liao, Changmin. “Design considerations for two-flight reinforced concrete stairs.” 2020. Masters Thesis, Kansas State University. Accessed July 08, 2020. http://hdl.handle.net/2097/40601.

MLA Handbook (7th Edition):

Liao, Changmin. “Design considerations for two-flight reinforced concrete stairs.” 2020. Web. 08 Jul 2020.

Vancouver:

Liao C. Design considerations for two-flight reinforced concrete stairs. [Internet] [Masters thesis]. Kansas State University; 2020. [cited 2020 Jul 08]. Available from: http://hdl.handle.net/2097/40601.

Council of Science Editors:

Liao C. Design considerations for two-flight reinforced concrete stairs. [Masters Thesis]. Kansas State University; 2020. Available from: http://hdl.handle.net/2097/40601


Florida Atlantic University

10. 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 08, 2020. 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. 08 Jul 2020.

Vancouver:

Nazim M. Corrosion Propagation of Rebar Embedded in High Performance Concrete. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2020 Jul 08]. 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


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 08, 2020. 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. 08 Jul 2020.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Jul 08]. 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


Stellenbosch University

12. 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 08, 2020. 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. 08 Jul 2020.

Vancouver:

Bezuidenhout SR. Corrosion propagation in cracked reinforced concrete structures. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2020 Jul 08]. 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


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 July 08, 2020. 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. 08 Jul 2020.

Vancouver:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2020 Jul 08]. 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


Brno University of Technology

14. Vrána, Libor. Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE.

Degree: 2015, Brno University of Technology

The Bachelor´s thesis describes static analysis and design of reinforced concrete slabs of the buildings office. Entering the work is to verify and dimension elements of structure. Advisors/Committee Members: Šulák, Pavel (advisor), Horáková, Hana (referee).

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. (2015). Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE. (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: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE.” 2015. Thesis, Brno University of Technology. Accessed July 08, 2020. 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: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE.” 2015. Web. 08 Jul 2020.

Vancouver:

Vrána L. Posouzení nosné konstrukce polyfunkčního domu: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE. [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2020 Jul 08]. 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: ASSESSMENT SUPPOSTING CONSTRUCTION OF THE BUILDINGS OFFICE. [Thesis]. Brno University of Technology; 2015. 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


Texas A&M University

15. 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 08, 2020. 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. 08 Jul 2020.

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 2020 Jul 08]. 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


Oregon State University

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

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 08, 2020. 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. 08 Jul 2020.

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 2020 Jul 08]. 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

17. 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 08, 2020. 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. 08 Jul 2020.

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 2020 Jul 08]. 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


University of Johannesburg

18. Tu, Lin. Development of surface fluorinated polypropylene fibres for use in concrete.

Degree: 2014, University of Johannesburg

D.Ing. (Civil Engineering)

Polypropylene (PP) fibre is one of the most widely used fibres for reinforcing concrete. Due to its unique material properties such as… (more)

Subjects/Keywords: Reinforced concrete; Polypropylene fibers

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APA (6th Edition):

Tu, L. (2014). Development of surface fluorinated polypropylene fibres for use in concrete. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9436

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):

Tu, Lin. “Development of surface fluorinated polypropylene fibres for use in concrete.” 2014. Thesis, University of Johannesburg. Accessed July 08, 2020. http://hdl.handle.net/10210/9436.

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

MLA Handbook (7th Edition):

Tu, Lin. “Development of surface fluorinated polypropylene fibres for use in concrete.” 2014. Web. 08 Jul 2020.

Vancouver:

Tu L. Development of surface fluorinated polypropylene fibres for use in concrete. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Jul 08]. Available from: http://hdl.handle.net/10210/9436.

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

Council of Science Editors:

Tu L. Development of surface fluorinated polypropylene fibres for use in concrete. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9436

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


Oregon State University

19. 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 (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 July 08, 2020. 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. 08 Jul 2020.

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 2020 Jul 08]. 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


Stellenbosch University

20. 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 (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 July 08, 2020. 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. 08 Jul 2020.

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 2020 Jul 08]. 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


Stellenbosch University

21. Combrinck, Riaan. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.

Degree: Civil Engineering, 2011, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2011.

ENGLISH ABSTRACT: Plastic shrinkage cracking (PSC) is the cracking caused by the early age shrinkage of concrete(more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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APA (6th Edition):

Combrinck, R. (2011). Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6572

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):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Thesis, Stellenbosch University. Accessed July 08, 2020. http://hdl.handle.net/10019.1/6572.

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

MLA Handbook (7th Edition):

Combrinck, Riaan. “Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete.” 2011. Web. 08 Jul 2020.

Vancouver:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Internet] [Thesis]. Stellenbosch University; 2011. [cited 2020 Jul 08]. Available from: http://hdl.handle.net/10019.1/6572.

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

Council of Science Editors:

Combrinck R. Plastic shrinkage cracking in conventional and low volume fibre reinforced concrete. [Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6572

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


Kansas State University

22. Alharmoosh-Alqenai, Yousif M. Evaluating the properties and functionality of steel fiber reinforced concrete.

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

 This report is contingent upon research and literature reviews, targeting steel fiber reinforced concrete (SFRC). It will explore all aspects involved, detailing both properties and… (more)

Subjects/Keywords: Steel fiber reinforced concrete

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APA (6th Edition):

Alharmoosh-Alqenai, Y. M. (2018). Evaluating the properties and functionality of steel fiber reinforced concrete. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/38901

Chicago Manual of Style (16th Edition):

Alharmoosh-Alqenai, Yousif M. “Evaluating the properties and functionality of steel fiber reinforced concrete.” 2018. Masters Thesis, Kansas State University. Accessed July 08, 2020. http://hdl.handle.net/2097/38901.

MLA Handbook (7th Edition):

Alharmoosh-Alqenai, Yousif M. “Evaluating the properties and functionality of steel fiber reinforced concrete.” 2018. Web. 08 Jul 2020.

Vancouver:

Alharmoosh-Alqenai YM. Evaluating the properties and functionality of steel fiber reinforced concrete. [Internet] [Masters thesis]. Kansas State University; 2018. [cited 2020 Jul 08]. Available from: http://hdl.handle.net/2097/38901.

Council of Science Editors:

Alharmoosh-Alqenai YM. Evaluating the properties and functionality of steel fiber reinforced concrete. [Masters Thesis]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38901


University of Toronto

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

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 July 08, 2020. 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. 08 Jul 2020.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Jul 08]. 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

24. 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 July 08, 2020. http://hdl.handle.net/1807/35148.

MLA Handbook (7th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Web. 08 Jul 2020.

Vancouver:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Jul 08]. 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


University of Waterloo

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

Degree: 2010, University of Waterloo

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Thesis, University of Waterloo. Accessed July 08, 2020. http://hdl.handle.net/10012/5534.

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

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Web. 08 Jul 2020.

Vancouver:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2020 Jul 08]. 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


Florida Atlantic University

26. Balasubramanian, Hariharan. INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS.

Degree: 2019, Florida Atlantic University

This research was conducted to better understand the corrosion propagation stage on dry-cast reinforced concrete pipes (DCRCPs) while exposed to high moisture conditions and chlorides.… (more)

Subjects/Keywords: Reinforced concrete; Corrosion; Environmental effects

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APA (6th Edition):

Balasubramanian, H. (2019). INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS. (Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:41321

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):

Balasubramanian, Hariharan. “INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS.” 2019. Thesis, Florida Atlantic University. Accessed July 08, 2020. http://fau.digital.flvc.org/islandora/object/fau:41321.

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

MLA Handbook (7th Edition):

Balasubramanian, Hariharan. “INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS.” 2019. Web. 08 Jul 2020.

Vancouver:

Balasubramanian H. INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS. [Internet] [Thesis]. Florida Atlantic University; 2019. [cited 2020 Jul 08]. Available from: http://fau.digital.flvc.org/islandora/object/fau:41321.

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

Council of Science Editors:

Balasubramanian H. INITIATION AND PROPAGATION OF CORROSION IN DRY-CAST REINFORCED CONCRETE PIPES WITH ENVIRONMENTAL EFFECTS. [Thesis]. Florida Atlantic University; 2019. Available from: http://fau.digital.flvc.org/islandora/object/fau:41321

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


Michigan State University

27. Payton, Gerald Lee. An experimental study of hook anchorage of reinforcing steel.

Degree: B.S., 1949, Michigan State University

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Payton, G. L. (1949). An experimental study of hook anchorage of reinforcing steel. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:11703

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):

Payton, Gerald Lee. “An experimental study of hook anchorage of reinforcing steel.” 1949. Thesis, Michigan State University. Accessed July 08, 2020. http://etd.lib.msu.edu/islandora/object/etd:11703.

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

MLA Handbook (7th Edition):

Payton, Gerald Lee. “An experimental study of hook anchorage of reinforcing steel.” 1949. Web. 08 Jul 2020.

Vancouver:

Payton GL. An experimental study of hook anchorage of reinforcing steel. [Internet] [Thesis]. Michigan State University; 1949. [cited 2020 Jul 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:11703.

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

Council of Science Editors:

Payton GL. An experimental study of hook anchorage of reinforcing steel. [Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:11703

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


Michigan State University

28. Davis, Lyle Clinton. Ultimate design of reinforced concrete.

Degree: MS, 1953, Michigan State University

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Davis, L. C. (1953). Ultimate design of reinforced concrete. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:10424

Chicago Manual of Style (16th Edition):

Davis, Lyle Clinton. “Ultimate design of reinforced concrete.” 1953. Masters Thesis, Michigan State University. Accessed July 08, 2020. http://etd.lib.msu.edu/islandora/object/etd:10424.

MLA Handbook (7th Edition):

Davis, Lyle Clinton. “Ultimate design of reinforced concrete.” 1953. Web. 08 Jul 2020.

Vancouver:

Davis LC. Ultimate design of reinforced concrete. [Internet] [Masters thesis]. Michigan State University; 1953. [cited 2020 Jul 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:10424.

Council of Science Editors:

Davis LC. Ultimate design of reinforced concrete. [Masters Thesis]. Michigan State University; 1953. Available from: http://etd.lib.msu.edu/islandora/object/etd:10424


Michigan State University

29. Lin, Yu Chi. An elementary treatise on reinforced concrete.

Degree: 1935, Michigan State University

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Lin, Y. C. (1935). An elementary treatise on reinforced concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12133

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):

Lin, Yu Chi. “An elementary treatise on reinforced concrete.” 1935. Thesis, Michigan State University. Accessed July 08, 2020. http://etd.lib.msu.edu/islandora/object/etd:12133.

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

MLA Handbook (7th Edition):

Lin, Yu Chi. “An elementary treatise on reinforced concrete.” 1935. Web. 08 Jul 2020.

Vancouver:

Lin YC. An elementary treatise on reinforced concrete. [Internet] [Thesis]. Michigan State University; 1935. [cited 2020 Jul 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12133.

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

Council of Science Editors:

Lin YC. An elementary treatise on reinforced concrete. [Thesis]. Michigan State University; 1935. Available from: http://etd.lib.msu.edu/islandora/object/etd:12133

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


Michigan State University

30. Coffron, William James. An analysis of bond stress between Hi-Bond bars and concrete.

Degree: B.S., 1949, Michigan State University

Subjects/Keywords: Reinforced concrete

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APA (6th Edition):

Coffron, W. J. (1949). An analysis of bond stress between Hi-Bond bars and concrete. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:39590

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):

Coffron, William James. “An analysis of bond stress between Hi-Bond bars and concrete.” 1949. Thesis, Michigan State University. Accessed July 08, 2020. http://etd.lib.msu.edu/islandora/object/etd:39590.

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

MLA Handbook (7th Edition):

Coffron, William James. “An analysis of bond stress between Hi-Bond bars and concrete.” 1949. Web. 08 Jul 2020.

Vancouver:

Coffron WJ. An analysis of bond stress between Hi-Bond bars and concrete. [Internet] [Thesis]. Michigan State University; 1949. [cited 2020 Jul 08]. Available from: http://etd.lib.msu.edu/islandora/object/etd:39590.

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

Council of Science Editors:

Coffron WJ. An analysis of bond stress between Hi-Bond bars and concrete. [Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:39590

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

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