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You searched for subject:(Reinforced concrete construction). Showing records 1 – 30 of 492 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 May 30, 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. 30 May 2020.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 May 30]. 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


Ryerson University

2. Gurbani, Sunny, R. Influence of formwork liners on fresh, mechanical and durability properties of cast concretes.

Degree: 2013, Ryerson University

 The following study investigates the influence of formwork liners on fresh, mechanical and durability properties of cast concretes. In order to investigate the influence of… (more)

Subjects/Keywords: Reinforced concrete construction  – Formwork; Concrete construction  – Formwork

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APA (6th Edition):

Gurbani, Sunny, R. (2013). Influence of formwork liners on fresh, mechanical and durability properties of cast concretes. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2857

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):

Gurbani, Sunny, R. “Influence of formwork liners on fresh, mechanical and durability properties of cast concretes.” 2013. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2857.

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

MLA Handbook (7th Edition):

Gurbani, Sunny, R. “Influence of formwork liners on fresh, mechanical and durability properties of cast concretes.” 2013. Web. 30 May 2020.

Vancouver:

Gurbani, Sunny R. Influence of formwork liners on fresh, mechanical and durability properties of cast concretes. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2857.

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

Council of Science Editors:

Gurbani, Sunny R. Influence of formwork liners on fresh, mechanical and durability properties of cast concretes. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2857

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


University of Oklahoma

3. Kim, Woosuk. EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS.

Degree: PhD, 2011, University of Oklahoma

 Therefore, although other studies in the world may have dealt with the relief of steel congestion in RC and/or PC structures, in researching these three… (more)

Subjects/Keywords: Reinforced concrete construction; Self-consolidating concrete; Prestressed concrete construction; Steel, Structural

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

APA (6th Edition):

Kim, W. (2011). EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/318656

Chicago Manual of Style (16th Edition):

Kim, Woosuk. “EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS.” 2011. Doctoral Dissertation, University of Oklahoma. Accessed May 30, 2020. http://hdl.handle.net/11244/318656.

MLA Handbook (7th Edition):

Kim, Woosuk. “EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS.” 2011. Web. 30 May 2020.

Vancouver:

Kim W. EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2020 May 30]. Available from: http://hdl.handle.net/11244/318656.

Council of Science Editors:

Kim W. EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS. [Doctoral Dissertation]. University of Oklahoma; 2011. Available from: http://hdl.handle.net/11244/318656


Ryerson University

4. Wahed, Iqbal. Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete.

Degree: 2016, Ryerson University

 This research concentrated on high strength Fiber Reinforced Concrete (FRC) with polyethylene fibers. Four different FRC mixtures having different dosage of superplasticizer and fiber contents… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Testing; Composite materials; Fibrous composites; Reinforced concrete construction

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APA (6th Edition):

Wahed, I. (2016). Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5120

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):

Wahed, Iqbal. “Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete.” 2016. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5120.

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

MLA Handbook (7th Edition):

Wahed, Iqbal. “Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete.” 2016. Web. 30 May 2020.

Vancouver:

Wahed I. Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5120.

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

Council of Science Editors:

Wahed I. Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5120

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


Ryerson University

5. Ghateh, Razmyar. Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks.

Degree: 2014, Ryerson University

 Elevated water tanks are employed in water distribution facilities in order to provide storage and necessary pressure in water network systems. These structures have demonstrated… (more)

Subjects/Keywords: Concrete tanks  – Design and construction; Reinforced concrete construction; Reinforced concrete; Reinforced concrete  – Quality control; Earthquake resistant design

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APA (6th Edition):

Ghateh, R. (2014). Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2634

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):

Ghateh, Razmyar. “Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks.” 2014. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2634.

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

MLA Handbook (7th Edition):

Ghateh, Razmyar. “Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks.” 2014. Web. 30 May 2020.

Vancouver:

Ghateh R. Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2634.

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

Council of Science Editors:

Ghateh R. Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2634

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


Ryerson University

6. Ametrano, Dave. Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete.

Degree: 2011, Ryerson University

 The use of fibre reinforced polymer (FRP) bars is increasing in construction as an alternative to conventional steel rebars. This thesis investigates the bond behaviour… (more)

Subjects/Keywords: Reinforcing bars  – Testing; Reinforced concrete construction  – Testing

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APA (6th Edition):

Ametrano, D. (2011). Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1203

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):

Ametrano, Dave. “Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete.” 2011. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1203.

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

MLA Handbook (7th Edition):

Ametrano, Dave. “Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete.” 2011. Web. 30 May 2020.

Vancouver:

Ametrano D. Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1203.

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

Council of Science Editors:

Ametrano D. Bond characteristics of glass fibre reinforced polymer bars embedded in high performance and ultra-high performance concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1203

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


McGill University

7. Liebich, Ljubomir. Dynamic loading of small concrete structures.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1968, McGill University

Subjects/Keywords: Reinforced concrete construction

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APA (6th Edition):

Liebich, L. (1968). Dynamic loading of small concrete structures. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile47180.pdf

Chicago Manual of Style (16th Edition):

Liebich, Ljubomir. “Dynamic loading of small concrete structures.” 1968. Masters Thesis, McGill University. Accessed May 30, 2020. http://digitool.library.mcgill.ca/thesisfile47180.pdf.

MLA Handbook (7th Edition):

Liebich, Ljubomir. “Dynamic loading of small concrete structures.” 1968. Web. 30 May 2020.

Vancouver:

Liebich L. Dynamic loading of small concrete structures. [Internet] [Masters thesis]. McGill University; 1968. [cited 2020 May 30]. Available from: http://digitool.library.mcgill.ca/thesisfile47180.pdf.

Council of Science Editors:

Liebich L. Dynamic loading of small concrete structures. [Masters Thesis]. McGill University; 1968. Available from: http://digitool.library.mcgill.ca/thesisfile47180.pdf


McGill University

8. Finlayson, John N. Tests on concrete columns.

Degree: MS., Department of Engineering., 1909, McGill University

 The purpose of the following tests was an experimental determination of Young's Modulus for Concrete of various proportions and of an accurate knowledge of the… (more)

Subjects/Keywords: Reinforced Concrete Construction.

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APA (6th Edition):

Finlayson, J. N. (1909). Tests on concrete columns. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile142779.pdf

Chicago Manual of Style (16th Edition):

Finlayson, John N. “Tests on concrete columns.” 1909. Masters Thesis, McGill University. Accessed May 30, 2020. http://digitool.library.mcgill.ca/thesisfile142779.pdf.

MLA Handbook (7th Edition):

Finlayson, John N. “Tests on concrete columns.” 1909. Web. 30 May 2020.

Vancouver:

Finlayson JN. Tests on concrete columns. [Internet] [Masters thesis]. McGill University; 1909. [cited 2020 May 30]. Available from: http://digitool.library.mcgill.ca/thesisfile142779.pdf.

Council of Science Editors:

Finlayson JN. Tests on concrete columns. [Masters Thesis]. McGill University; 1909. Available from: http://digitool.library.mcgill.ca/thesisfile142779.pdf


University of British Columbia

9. Pathan, Abdul Nabi. Optimization in structural design using complex method .

Degree: 1970, University of British Columbia

 The optimum design, with respect to cost, of reinforced concrete structures, satisfying Building Code Requirements (ACI 318-63), is investigated, using Box's Complex Method. Variables considered… (more)

Subjects/Keywords: Reinforced concrete construction.

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APA (6th Edition):

Pathan, A. N. (1970). Optimization in structural design using complex method . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/34532

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):

Pathan, Abdul Nabi. “Optimization in structural design using complex method .” 1970. Thesis, University of British Columbia. Accessed May 30, 2020. http://hdl.handle.net/2429/34532.

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

MLA Handbook (7th Edition):

Pathan, Abdul Nabi. “Optimization in structural design using complex method .” 1970. Web. 30 May 2020.

Vancouver:

Pathan AN. Optimization in structural design using complex method . [Internet] [Thesis]. University of British Columbia; 1970. [cited 2020 May 30]. Available from: http://hdl.handle.net/2429/34532.

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

Council of Science Editors:

Pathan AN. Optimization in structural design using complex method . [Thesis]. University of British Columbia; 1970. Available from: http://hdl.handle.net/2429/34532

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


University of British Columbia

10. Tong, Raymond K. W. The dynamic behaviour of the centre of stiffness of R/C eccentric structures under seismic excitation .

Degree: 1988, University of British Columbia

 Under seismic excitation, the centre of stiffness of an eccentric structure is stationary as long as the structure remains elastic. Once yielding occurs, the centre… (more)

Subjects/Keywords: Reinforced concrete construction

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

APA (6th Edition):

Tong, R. K. W. (1988). The dynamic behaviour of the centre of stiffness of R/C eccentric structures under seismic excitation . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/28524

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):

Tong, Raymond K W. “The dynamic behaviour of the centre of stiffness of R/C eccentric structures under seismic excitation .” 1988. Thesis, University of British Columbia. Accessed May 30, 2020. http://hdl.handle.net/2429/28524.

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

MLA Handbook (7th Edition):

Tong, Raymond K W. “The dynamic behaviour of the centre of stiffness of R/C eccentric structures under seismic excitation .” 1988. Web. 30 May 2020.

Vancouver:

Tong RKW. The dynamic behaviour of the centre of stiffness of R/C eccentric structures under seismic excitation . [Internet] [Thesis]. University of British Columbia; 1988. [cited 2020 May 30]. Available from: http://hdl.handle.net/2429/28524.

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

Council of Science Editors:

Tong RKW. The dynamic behaviour of the centre of stiffness of R/C eccentric structures under seismic excitation . [Thesis]. University of British Columbia; 1988. Available from: http://hdl.handle.net/2429/28524

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


University of British Columbia

11. Kratz, Rolf D. Investigation of continuity in joints between precast and "cast in place" reinforced concrete members .

Degree: 1970, University of British Columbia

 The investigation dealt mainly with the shear transfer capacity of a joint between a precast concrete column and a cast-in-place concrete beam. Four reinforced concrete(more)

Subjects/Keywords: Reinforced concrete construction

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

APA (6th Edition):

Kratz, R. D. (1970). Investigation of continuity in joints between precast and "cast in place" reinforced concrete members . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/34878

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):

Kratz, Rolf D. “Investigation of continuity in joints between precast and "cast in place" reinforced concrete members .” 1970. Thesis, University of British Columbia. Accessed May 30, 2020. http://hdl.handle.net/2429/34878.

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

MLA Handbook (7th Edition):

Kratz, Rolf D. “Investigation of continuity in joints between precast and "cast in place" reinforced concrete members .” 1970. Web. 30 May 2020.

Vancouver:

Kratz RD. Investigation of continuity in joints between precast and "cast in place" reinforced concrete members . [Internet] [Thesis]. University of British Columbia; 1970. [cited 2020 May 30]. Available from: http://hdl.handle.net/2429/34878.

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

Council of Science Editors:

Kratz RD. Investigation of continuity in joints between precast and "cast in place" reinforced concrete members . [Thesis]. University of British Columbia; 1970. Available from: http://hdl.handle.net/2429/34878

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


University of Arizona

12. Wallace, James Bernard. Flat slab construction .

Degree: 1918, University of Arizona

Subjects/Keywords: Reinforced concrete construction.

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

APA (6th Edition):

Wallace, J. B. (1918). Flat slab construction . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/553305

Chicago Manual of Style (16th Edition):

Wallace, James Bernard. “Flat slab construction .” 1918. Masters Thesis, University of Arizona. Accessed May 30, 2020. http://hdl.handle.net/10150/553305.

MLA Handbook (7th Edition):

Wallace, James Bernard. “Flat slab construction .” 1918. Web. 30 May 2020.

Vancouver:

Wallace JB. Flat slab construction . [Internet] [Masters thesis]. University of Arizona; 1918. [cited 2020 May 30]. Available from: http://hdl.handle.net/10150/553305.

Council of Science Editors:

Wallace JB. Flat slab construction . [Masters Thesis]. University of Arizona; 1918. Available from: http://hdl.handle.net/10150/553305


University of Arizona

13. Genin, Joseph, 1930-. Design of a multi-storied rigid frame building (Arizona State Building - Tucson) .

Degree: 1957, University of Arizona

Subjects/Keywords: Reinforced concrete construction.

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

APA (6th Edition):

Genin, Joseph, 1. (1957). Design of a multi-storied rigid frame building (Arizona State Building - Tucson) . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/551297

Chicago Manual of Style (16th Edition):

Genin, Joseph, 1930-. “Design of a multi-storied rigid frame building (Arizona State Building - Tucson) .” 1957. Masters Thesis, University of Arizona. Accessed May 30, 2020. http://hdl.handle.net/10150/551297.

MLA Handbook (7th Edition):

Genin, Joseph, 1930-. “Design of a multi-storied rigid frame building (Arizona State Building - Tucson) .” 1957. Web. 30 May 2020.

Vancouver:

Genin, Joseph 1. Design of a multi-storied rigid frame building (Arizona State Building - Tucson) . [Internet] [Masters thesis]. University of Arizona; 1957. [cited 2020 May 30]. Available from: http://hdl.handle.net/10150/551297.

Council of Science Editors:

Genin, Joseph 1. Design of a multi-storied rigid frame building (Arizona State Building - Tucson) . [Masters Thesis]. University of Arizona; 1957. Available from: http://hdl.handle.net/10150/551297


University of Hong Kong

14. 陈满泰. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.

Degree: 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):

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. Retrieved from http://hdl.handle.net/10722/206429

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

Chicago Manual of Style (16th Edition):

陈满泰. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Thesis, University of Hong Kong. Accessed May 30, 2020. http://hdl.handle.net/10722/206429.

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

MLA Handbook (7th Edition):

陈满泰. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Web. 30 May 2020.

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

Vancouver:

陈满泰. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Internet] [Thesis]. University of Hong Kong; 2014. [cited 2020 May 30]. Available from: http://hdl.handle.net/10722/206429.

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

Council of Science Editors:

陈满泰. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Thesis]. University of Hong Kong; 2014. Available from: http://hdl.handle.net/10722/206429

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


Georgia Tech

15. Bertram, Richard Elgar. A comparative investigation of rigid frame construction and hipped plate construction in reinforced concrete.

Degree: MS, Civil engineering, 1953, Georgia Tech

Subjects/Keywords: Reinforced concrete construction

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

APA (6th Edition):

Bertram, R. E. (1953). A comparative investigation of rigid frame construction and hipped plate construction in reinforced concrete. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/21254

Chicago Manual of Style (16th Edition):

Bertram, Richard Elgar. “A comparative investigation of rigid frame construction and hipped plate construction in reinforced concrete.” 1953. Masters Thesis, Georgia Tech. Accessed May 30, 2020. http://hdl.handle.net/1853/21254.

MLA Handbook (7th Edition):

Bertram, Richard Elgar. “A comparative investigation of rigid frame construction and hipped plate construction in reinforced concrete.” 1953. Web. 30 May 2020.

Vancouver:

Bertram RE. A comparative investigation of rigid frame construction and hipped plate construction in reinforced concrete. [Internet] [Masters thesis]. Georgia Tech; 1953. [cited 2020 May 30]. Available from: http://hdl.handle.net/1853/21254.

Council of Science Editors:

Bertram RE. A comparative investigation of rigid frame construction and hipped plate construction in reinforced concrete. [Masters Thesis]. Georgia Tech; 1953. Available from: http://hdl.handle.net/1853/21254


Ryerson University

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

Degree: 2016, Ryerson University

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Haghdoost, Roya Shoghi. “Shear strength evaluation of reinforced recycled aggregate concrete beams.” 2016. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5058.

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

MLA Handbook (7th Edition):

Haghdoost, Roya Shoghi. “Shear strength evaluation of reinforced recycled aggregate concrete beams.” 2016. Web. 30 May 2020.

Vancouver:

Haghdoost RS. Shear strength evaluation of reinforced recycled aggregate concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5058.

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

Council of Science Editors:

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

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


Ryerson University

17. Abdul, Faheem. Structural behavior and shear bond capacity of composite slabs with high performance concrete.

Degree: 2011, Ryerson University

 Many research works have been conducted on the behavior of composite slabs with profiled steel deck to study the longitudinal shear bond resistance using the… (more)

Subjects/Keywords: Concrete slabs  – Design and construction; Concrete slabs  – Testing; Reinforced concrete  – Testing

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

APA (6th Edition):

Abdul, F. (2011). Structural behavior and shear bond capacity of composite slabs with high performance concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6345

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):

Abdul, Faheem. “Structural behavior and shear bond capacity of composite slabs with high performance concrete.” 2011. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6345.

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

MLA Handbook (7th Edition):

Abdul, Faheem. “Structural behavior and shear bond capacity of composite slabs with high performance concrete.” 2011. Web. 30 May 2020.

Vancouver:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6345.

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

Council of Science Editors:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6345

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


University of Missouri – Columbia

18. Henquinet, Christopher Robert. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.

Degree: 2013, University of Missouri – Columbia

 Localized damage to certain structural members in a building can trigger a chain reaction which results in a partial or complete collapse of the building.… (more)

Subjects/Keywords: Concrete slabs  – Testing; Columns, Concrete  – Testing; Reinforced concrete construction; Structural failures

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

APA (6th Edition):

Henquinet, C. R. (2013). Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/40186

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):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Thesis, University of Missouri – Columbia. Accessed May 30, 2020. http://hdl.handle.net/10355/40186.

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

MLA Handbook (7th Edition):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Web. 30 May 2020.

Vancouver:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2020 May 30]. Available from: http://hdl.handle.net/10355/40186.

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

Council of Science Editors:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Thesis]. University of Missouri – Columbia; 2013. Available from: http://hdl.handle.net/10355/40186

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


Stellenbosch University

19. McLeod, Christina Helen. Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications.

Degree: Civil Engineering, 2019, Stellenbosch University

ENGLISH ABSTRACT: This research concerns the assessment of model uncertainty of serviceability limit state (SLS) crack models in reinforced concrete structures, where SLS cracking governs… (more)

Subjects/Keywords: Concrete crack models; Reliability (Engineering); UCTD; Concrete  – Cracking; Reinforced concrete construction

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

APA (6th Edition):

McLeod, C. H. (2019). Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/105884

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):

McLeod, Christina Helen. “Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications.” 2019. Thesis, Stellenbosch University. Accessed May 30, 2020. http://hdl.handle.net/10019.1/105884.

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

MLA Handbook (7th Edition):

McLeod, Christina Helen. “Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications.” 2019. Web. 30 May 2020.

Vancouver:

McLeod CH. Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 May 30]. Available from: http://hdl.handle.net/10019.1/105884.

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

Council of Science Editors:

McLeod CH. Model uncertainty in the prediction of crack widths in reinforced concrete structures and reliability implications. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/105884

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


Florida Atlantic University

20. Gutierrez Tellez, Francisco. Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport.

Degree: M.S.C.S., 2013, Florida Atlantic University

Summary: Two duplex stainless steels rebars: UNS32304SS and UNS32101SS, were selected to investigate the corrosion initiation and propagation in reinforced concrete specimens. The investigation is… (more)

Subjects/Keywords: Concrete – Corrosion; Concrete construction; Reinforced concrete – Chemical resistance; Steel, Structural – Corrosion

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

APA (6th Edition):

Gutierrez Tellez, F. (2013). Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fcla/dt/3362380

Chicago Manual of Style (16th Edition):

Gutierrez Tellez, Francisco. “Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport.” 2013. Masters Thesis, Florida Atlantic University. Accessed May 30, 2020. http://purl.flvc.org/fcla/dt/3362380.

MLA Handbook (7th Edition):

Gutierrez Tellez, Francisco. “Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport.” 2013. Web. 30 May 2020.

Vancouver:

Gutierrez Tellez F. Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport. [Internet] [Masters thesis]. Florida Atlantic University; 2013. [cited 2020 May 30]. Available from: http://purl.flvc.org/fcla/dt/3362380.

Council of Science Editors:

Gutierrez Tellez F. Corrosion initiation and propagation on corrosion resistant alloys embedded in concrete by accelerated chloride transport. [Masters Thesis]. Florida Atlantic University; 2013. Available from: http://purl.flvc.org/fcla/dt/3362380


University of Missouri – Columbia

21. Henquinet, Christopher Robert. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.

Degree: 2013, University of Missouri – Columbia

 Localized damage to certain structural members in a building can trigger a chain reaction which results in a partial or complete collapse of the building.… (more)

Subjects/Keywords: Concrete slabs  – Testing; Columns, Concrete  – Testing; Reinforced concrete construction; Structural failures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Henquinet, C. R. (2013). Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/40186

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):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Thesis, University of Missouri – Columbia. Accessed May 30, 2020. https://doi.org/10.32469/10355/40186.

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

MLA Handbook (7th Edition):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Web. 30 May 2020.

Vancouver:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2020 May 30]. Available from: https://doi.org/10.32469/10355/40186.

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

Council of Science Editors:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Thesis]. University of Missouri – Columbia; 2013. Available from: https://doi.org/10.32469/10355/40186

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


Columbia University

22. Virbitsky, Katrina Lee. Inherently Flawed: Carbonation-Induced Cracking in Reinforced Concrete Structures.

Degree: 2017, Columbia University

Concrete was considered an everlasting, permanent material from its expanding use at the end of the 19th century until the early 1900s. In the 1910s… (more)

Subjects/Keywords: Reinforced concrete – Corrosion; Historic preservation; Reinforced concrete – Cracking; Concrete construction – Conservation and restoration

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

APA (6th Edition):

Virbitsky, K. L. (2017). Inherently Flawed: Carbonation-Induced Cracking in Reinforced Concrete Structures. (Masters Thesis). Columbia University. Retrieved from https://doi.org/10.7916/D8PZ5MZS

Chicago Manual of Style (16th Edition):

Virbitsky, Katrina Lee. “Inherently Flawed: Carbonation-Induced Cracking in Reinforced Concrete Structures.” 2017. Masters Thesis, Columbia University. Accessed May 30, 2020. https://doi.org/10.7916/D8PZ5MZS.

MLA Handbook (7th Edition):

Virbitsky, Katrina Lee. “Inherently Flawed: Carbonation-Induced Cracking in Reinforced Concrete Structures.” 2017. Web. 30 May 2020.

Vancouver:

Virbitsky KL. Inherently Flawed: Carbonation-Induced Cracking in Reinforced Concrete Structures. [Internet] [Masters thesis]. Columbia University; 2017. [cited 2020 May 30]. Available from: https://doi.org/10.7916/D8PZ5MZS.

Council of Science Editors:

Virbitsky KL. Inherently Flawed: Carbonation-Induced Cracking in Reinforced Concrete Structures. [Masters Thesis]. Columbia University; 2017. Available from: https://doi.org/10.7916/D8PZ5MZS


Ryerson University

23. Khalafalla, Imad E. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.

Degree: 2014, Ryerson University

 This research investigates the use of glass fiber reinforced polymer (GFRP) bars to reinforce the bridge deck slabs as well as jointed precast bridge deck… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Concrete bridges  – Floors  – Testing; Precast concrete construction  – Testing; Precast concrete construction; Strains and stresses; Reinforced concrete construction; Fiber-reinforced concrete

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

APA (6th Edition):

Khalafalla, I. E. (2014). Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3534

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):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

MLA Handbook (7th Edition):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Web. 30 May 2020.

Vancouver:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

Council of Science Editors:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534

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


University of KwaZulu-Natal

24. Ronny, Ravi. Critique of durability specifications for concrete bridges on national roads in South Africa.

Degree: Civil engineering, 2011, University of KwaZulu-Natal

 Damage to reinforced concrete bridges due to carbonation and chloride induced corrosion is widespread in South Africa and prone in environments where carbon dioxide is… (more)

Subjects/Keywords: Concrete bridges – South Africa – Design and construction.; Reinforced concrete construction.; Concrete – Service life; Civil engineering.

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

APA (6th Edition):

Ronny, R. (2011). Critique of durability specifications for concrete bridges on national roads in South Africa. (Thesis). University of KwaZulu-Natal. Retrieved from http://hdl.handle.net/10413/2792

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):

Ronny, Ravi. “Critique of durability specifications for concrete bridges on national roads in South Africa. ” 2011. Thesis, University of KwaZulu-Natal. Accessed May 30, 2020. http://hdl.handle.net/10413/2792.

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

MLA Handbook (7th Edition):

Ronny, Ravi. “Critique of durability specifications for concrete bridges on national roads in South Africa. ” 2011. Web. 30 May 2020.

Vancouver:

Ronny R. Critique of durability specifications for concrete bridges on national roads in South Africa. [Internet] [Thesis]. University of KwaZulu-Natal; 2011. [cited 2020 May 30]. Available from: http://hdl.handle.net/10413/2792.

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

Council of Science Editors:

Ronny R. Critique of durability specifications for concrete bridges on national roads in South Africa. [Thesis]. University of KwaZulu-Natal; 2011. Available from: http://hdl.handle.net/10413/2792

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


Hong Kong University of Science and Technology

25. Kam, Wing Shan. Cyclic behaviour of wide beam-column joints : computational simulations.

Degree: 2014, Hong Kong University of Science and Technology

 The structural performance and cyclic behaviour of reinforced-concrete wide beam-column joints are studied by computational simulations with Abaqus. Seven RC beam-column joint specimens with the… (more)

Subjects/Keywords: Concrete construction ; Joints ; Earthquake effects ; Computer simulation ; Columns, Concrete ; Reinforced concrete construction

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

APA (6th Edition):

Kam, W. S. (2014). Cyclic behaviour of wide beam-column joints : computational simulations. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-63077 ; https://doi.org/10.14711/thesis-b1302193 ; http://repository.ust.hk/ir/bitstream/1783.1-63077/1/th_redirect.html

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

Chicago Manual of Style (16th Edition):

Kam, Wing Shan. “Cyclic behaviour of wide beam-column joints : computational simulations.” 2014. Thesis, Hong Kong University of Science and Technology. Accessed May 30, 2020. http://repository.ust.hk/ir/Record/1783.1-63077 ; https://doi.org/10.14711/thesis-b1302193 ; http://repository.ust.hk/ir/bitstream/1783.1-63077/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Kam, Wing Shan. “Cyclic behaviour of wide beam-column joints : computational simulations.” 2014. Web. 30 May 2020.

Vancouver:

Kam WS. Cyclic behaviour of wide beam-column joints : computational simulations. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2014. [cited 2020 May 30]. Available from: http://repository.ust.hk/ir/Record/1783.1-63077 ; https://doi.org/10.14711/thesis-b1302193 ; http://repository.ust.hk/ir/bitstream/1783.1-63077/1/th_redirect.html.

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

Council of Science Editors:

Kam WS. Cyclic behaviour of wide beam-column joints : computational simulations. [Thesis]. Hong Kong University of Science and Technology; 2014. Available from: http://repository.ust.hk/ir/Record/1783.1-63077 ; https://doi.org/10.14711/thesis-b1302193 ; http://repository.ust.hk/ir/bitstream/1783.1-63077/1/th_redirect.html

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


Hong Kong University of Science and Technology

26. Luk, Sung Hei. Seismic performance and post-peak behaviour of reinforced concrete beam-column joints.

Degree: 2013, Hong Kong University of Science and Technology

Reinforced concrete beam-column joints are known as the most critical regions in frame structures since the joints are subjected to both vertical and horizontal shear… (more)

Subjects/Keywords: Concrete construction ; Joints ; Earthquake effects ; Mathematical models ; Joints (Engineering) ; Columns, concrete ; Reinforced concrete construction

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

APA (6th Edition):

Luk, S. H. (2013). Seismic performance and post-peak behaviour of reinforced concrete beam-column joints. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-61617 ; https://doi.org/10.14711/thesis-b1252004 ; http://repository.ust.hk/ir/bitstream/1783.1-61617/1/th_redirect.html

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

Chicago Manual of Style (16th Edition):

Luk, Sung Hei. “Seismic performance and post-peak behaviour of reinforced concrete beam-column joints.” 2013. Thesis, Hong Kong University of Science and Technology. Accessed May 30, 2020. http://repository.ust.hk/ir/Record/1783.1-61617 ; https://doi.org/10.14711/thesis-b1252004 ; http://repository.ust.hk/ir/bitstream/1783.1-61617/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Luk, Sung Hei. “Seismic performance and post-peak behaviour of reinforced concrete beam-column joints.” 2013. Web. 30 May 2020.

Vancouver:

Luk SH. Seismic performance and post-peak behaviour of reinforced concrete beam-column joints. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2013. [cited 2020 May 30]. Available from: http://repository.ust.hk/ir/Record/1783.1-61617 ; https://doi.org/10.14711/thesis-b1252004 ; http://repository.ust.hk/ir/bitstream/1783.1-61617/1/th_redirect.html.

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

Council of Science Editors:

Luk SH. Seismic performance and post-peak behaviour of reinforced concrete beam-column joints. [Thesis]. Hong Kong University of Science and Technology; 2013. Available from: http://repository.ust.hk/ir/Record/1783.1-61617 ; https://doi.org/10.14711/thesis-b1252004 ; http://repository.ust.hk/ir/bitstream/1783.1-61617/1/th_redirect.html

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


Ryerson University

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

Degree: 2016, Ryerson University

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

Subjects/Keywords: Concrete  – Mixing  – Quality control; Self-consolidating concrete; Concrete beams; Structural frames; Reinforced concrete construction

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

APA (6th Edition):

Sathiyamoorthy, K. (2016). Shear and flexural behaviour of lightweight self-consolidating concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5002

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

Chicago Manual of Style (16th Edition):

Sathiyamoorthy, Kokilan. “Shear and flexural behaviour of lightweight self-consolidating concrete beams.” 2016. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5002.

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

MLA Handbook (7th Edition):

Sathiyamoorthy, Kokilan. “Shear and flexural behaviour of lightweight self-consolidating concrete beams.” 2016. Web. 30 May 2020.

Vancouver:

Sathiyamoorthy K. Shear and flexural behaviour of lightweight self-consolidating concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5002.

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

Council of Science Editors:

Sathiyamoorthy K. Shear and flexural behaviour of lightweight self-consolidating concrete beams. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5002

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


Ryerson University

28. Marzouk, Hesham. Performance analysis of reinforced high-strength concrete beams under impact loading.

Degree: 2017, Ryerson University

 An experimental investigation is conducted to analyze the performance of reinforced high strength concrete (HSC) beams under impact loading. Six reinforced HSC beams with identical… (more)

Subjects/Keywords: High strength concrete  – Testing; Concrete beams  – Testing; Reinforced concrete construction  – Design and construction; Concrete beams  – Design and construction

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

APA (6th Edition):

Marzouk, H. (2017). Performance analysis of reinforced high-strength concrete beams under impact loading. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6643

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):

Marzouk, Hesham. “Performance analysis of reinforced high-strength concrete beams under impact loading.” 2017. Thesis, Ryerson University. Accessed May 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6643.

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

MLA Handbook (7th Edition):

Marzouk, Hesham. “Performance analysis of reinforced high-strength concrete beams under impact loading.” 2017. Web. 30 May 2020.

Vancouver:

Marzouk H. Performance analysis of reinforced high-strength concrete beams under impact loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 May 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6643.

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

Council of Science Editors:

Marzouk H. Performance analysis of reinforced high-strength concrete beams under impact loading. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6643

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


Kansas State University

29. Desai, Bakul B. Mechanical properties of glass fiber reinforced concrete, and applications in structural design.

Degree: 1980, Kansas State University

Subjects/Keywords: Fiber-reinforced concrete; Reinforced concrete construction

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

APA (6th Edition):

Desai, B. B. (1980). Mechanical properties of glass fiber reinforced concrete, and applications in structural design. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9413

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):

Desai, Bakul B. “Mechanical properties of glass fiber reinforced concrete, and applications in structural design.” 1980. Thesis, Kansas State University. Accessed May 30, 2020. http://hdl.handle.net/2097/9413.

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

MLA Handbook (7th Edition):

Desai, Bakul B. “Mechanical properties of glass fiber reinforced concrete, and applications in structural design.” 1980. Web. 30 May 2020.

Vancouver:

Desai BB. Mechanical properties of glass fiber reinforced concrete, and applications in structural design. [Internet] [Thesis]. Kansas State University; 1980. [cited 2020 May 30]. Available from: http://hdl.handle.net/2097/9413.

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

Council of Science Editors:

Desai BB. Mechanical properties of glass fiber reinforced concrete, and applications in structural design. [Thesis]. Kansas State University; 1980. Available from: http://hdl.handle.net/2097/9413

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


Michigan State University

30. Evans, John Richard. Design check of reinforced concrete office building.

Degree: B.S., 1941, Michigan State University

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

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

APA (6th Edition):

Evans, J. R. (1941). Design check of reinforced concrete office building. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:39902

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):

Evans, John Richard. “Design check of reinforced concrete office building.” 1941. Thesis, Michigan State University. Accessed May 30, 2020. http://etd.lib.msu.edu/islandora/object/etd:39902.

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

MLA Handbook (7th Edition):

Evans, John Richard. “Design check of reinforced concrete office building.” 1941. Web. 30 May 2020.

Vancouver:

Evans JR. Design check of reinforced concrete office building. [Internet] [Thesis]. Michigan State University; 1941. [cited 2020 May 30]. Available from: http://etd.lib.msu.edu/islandora/object/etd:39902.

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

Council of Science Editors:

Evans JR. Design check of reinforced concrete office building. [Thesis]. Michigan State University; 1941. Available from: http://etd.lib.msu.edu/islandora/object/etd:39902

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

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