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You searched for subject:(Concrete construction Testing). Showing records 1 – 30 of 163 total matches.

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Ryerson University

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

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 October 24, 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. 24 Oct 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 Oct 24]. 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


Ryerson University

2. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Oct 24]. 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

3. 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 (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 October 24, 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. 24 Oct 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 Oct 24]. 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


Hong Kong University of Science and Technology

4. Suen, Po Chi. Steel-plate encased concrete coupling beams.

Degree: 2012, Hong Kong University of Science and Technology

 Coupled shear wall structures are recognised as one of the most efficient lateral load resisting systems. To achieve a desirable performance for such a system,… (more)

Subjects/Keywords: Concrete beams  – Testing ; Reinforced concrete construction  – Testing ; Shear walls  – Testing

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

APA (6th Edition):

Suen, P. C. (2012). Steel-plate encased concrete coupling beams. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Web. 24 Oct 2020.

Vancouver:

Suen PC. Steel-plate encased concrete coupling beams. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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:

Suen PC. Steel-plate encased concrete coupling beams. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/th_redirect.html

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


Stellenbosch University

5. Gerber, Johannes Daniel. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: In the construction of multi-storey buildings, the reinforced concrete (RC) core or shear walls normally precede the construction of the RC floors. A… (more)

Subjects/Keywords: Reinforced concrete slabs; UCTD; Reinforced concrete walls; Reinforced concrete construction  – Models; Reinforced concrete construction  – Testing

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

APA (6th Edition):

Gerber, J. D. (2016). Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100069

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):

Gerber, Johannes Daniel. “Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.” 2016. Thesis, Stellenbosch University. Accessed October 24, 2020. http://hdl.handle.net/10019.1/100069.

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

MLA Handbook (7th Edition):

Gerber, Johannes Daniel. “Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures.” 2016. Web. 24 Oct 2020.

Vancouver:

Gerber JD. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/10019.1/100069.

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

Council of Science Editors:

Gerber JD. Alternative Wall-to-slab Connection Systems in Reinforced Concrete Structures. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100069

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


Ryerson University

6. Greto, Joseph. Assessing Deteriorated Concrete Structures.

Degree: 2010, Ryerson University

 In today’s society, concrete structures are deteriorating for a variety of reasons. In order to properly repair these structures, it is important to completely understand… (more)

Subjects/Keywords: Concrete construction  – Deterioration; Concrete construction  – Deterioration  – Case studies; Concrete construction  – Deterioration  – Testing

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

APA (6th Edition):

Greto, J. (2010). Assessing Deteriorated Concrete Structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1777

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):

Greto, Joseph. “Assessing Deteriorated Concrete Structures.” 2010. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1777.

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

MLA Handbook (7th Edition):

Greto, Joseph. “Assessing Deteriorated Concrete Structures.” 2010. Web. 24 Oct 2020.

Vancouver:

Greto J. Assessing Deteriorated Concrete Structures. [Internet] [Thesis]. Ryerson University; 2010. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1777.

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

Council of Science Editors:

Greto J. Assessing Deteriorated Concrete Structures. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1777

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


Ryerson University

7. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Marzouk H. Performance analysis of reinforced high-strength concrete beams under impact loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Oct 24]. 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


Ryerson University

8. Chu, Katie. Axial load behaviour of steel tube columns in-filled with various high performance concretes.

Degree: 2014, Ryerson University

 This research concentrates on the axial load behaviour of circular, square and rectangular concrete filled steel tube (CFST) columns incorporating high-performance self-consolidating concretes such as… (more)

Subjects/Keywords: Reinforced concrete construction; Cylinders  – Testing; Buckling (Mechanics); Columns, Concrete  – Testing

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

APA (6th Edition):

Chu, K. (2014). Axial load behaviour of steel tube columns in-filled with various high performance concretes. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2796

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):

Chu, Katie. “Axial load behaviour of steel tube columns in-filled with various high performance concretes.” 2014. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2796.

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

MLA Handbook (7th Edition):

Chu, Katie. “Axial load behaviour of steel tube columns in-filled with various high performance concretes.” 2014. Web. 24 Oct 2020.

Vancouver:

Chu K. Axial load behaviour of steel tube columns in-filled with various high performance concretes. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2796.

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

Council of Science Editors:

Chu K. Axial load behaviour of steel tube columns in-filled with various high performance concretes. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2796

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


University of Hong Kong

9. Law, Kwok-sang. Application of accelerated and non-destructive tests to concrete construction in Hong Kong.

Degree: 1977, University of Hong Kong

Subjects/Keywords: Concrete construction - Testing.; Concrete - Testing.

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

APA (6th Edition):

Law, K. (1977). Application of accelerated and non-destructive tests to concrete construction in Hong Kong. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/32779

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):

Law, Kwok-sang. “Application of accelerated and non-destructive tests to concrete construction in Hong Kong.” 1977. Thesis, University of Hong Kong. Accessed October 24, 2020. http://hdl.handle.net/10722/32779.

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

MLA Handbook (7th Edition):

Law, Kwok-sang. “Application of accelerated and non-destructive tests to concrete construction in Hong Kong.” 1977. Web. 24 Oct 2020.

Vancouver:

Law K. Application of accelerated and non-destructive tests to concrete construction in Hong Kong. [Internet] [Thesis]. University of Hong Kong; 1977. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/10722/32779.

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

Council of Science Editors:

Law K. Application of accelerated and non-destructive tests to concrete construction in Hong Kong. [Thesis]. University of Hong Kong; 1977. Available from: http://hdl.handle.net/10722/32779

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


Ryerson University

10. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Haghdoost RS. Shear strength evaluation of reinforced recycled aggregate concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Oct 24]. 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

11. 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 October 24, 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. 24 Oct 2020.

Vancouver:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Oct 24]. 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


Central Queensland University

12. Case, Reagan. A study of the compressive strength of concrete containing fly ash as a partial replacement of fine aggregate and cement.

Degree: 2012, Central Queensland University

Concrete has played a major role in the construction industry for hundreds of years. As the material is so commonly used, more sustainable methods of… (more)

Subjects/Keywords: Concrete construction.; 09 Engineering.; TBA.; TBA.; Concrete construction Testing.; Concrete Mixing.; Thesis

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

APA (6th Edition):

Case, R. (2012). A study of the compressive strength of concrete containing fly ash as a partial replacement of fine aggregate and cement. (Thesis). Central Queensland University. Retrieved from http://hdl.cqu.edu.au/10018/1025583

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):

Case, Reagan. “A study of the compressive strength of concrete containing fly ash as a partial replacement of fine aggregate and cement.” 2012. Thesis, Central Queensland University. Accessed October 24, 2020. http://hdl.cqu.edu.au/10018/1025583.

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

MLA Handbook (7th Edition):

Case, Reagan. “A study of the compressive strength of concrete containing fly ash as a partial replacement of fine aggregate and cement.” 2012. Web. 24 Oct 2020.

Vancouver:

Case R. A study of the compressive strength of concrete containing fly ash as a partial replacement of fine aggregate and cement. [Internet] [Thesis]. Central Queensland University; 2012. [cited 2020 Oct 24]. Available from: http://hdl.cqu.edu.au/10018/1025583.

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

Council of Science Editors:

Case R. A study of the compressive strength of concrete containing fly ash as a partial replacement of fine aggregate and cement. [Thesis]. Central Queensland University; 2012. Available from: http://hdl.cqu.edu.au/10018/1025583

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


Ryerson University

13. Ahmad, Shirin. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading.

Degree: 2017, Ryerson University

 This research investigates the effect of fatigue loading on the flexural performance and self-healing behaviour of beams and link slabs made of Engineered Cementitious Composites… (more)

Subjects/Keywords: Concrete  – Fatigue; Self-consolidating concrete  – Performance  – Testing; Bridges  – Design and construction; Concrete  – Testing

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

APA (6th Edition):

Ahmad, S. (2017). Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7119

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):

Ahmad, Shirin. “Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading.” 2017. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A7119.

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

MLA Handbook (7th Edition):

Ahmad, Shirin. “Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading.” 2017. Web. 24 Oct 2020.

Vancouver:

Ahmad S. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7119.

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

Council of Science Editors:

Ahmad S. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7119

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

14. Tsoi, Hiu Fung. Modelling blast-loaded reinforced concrete slabs.

Degree: 2012, Hong Kong University of Science and Technology

 Accidental explosions and terrorist activities have in recent years raised the awareness of the research community on the structural robustness and stability of civilian constructions.… (more)

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

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

APA (6th Edition):

Tsoi, H. F. (2012). Modelling blast-loaded reinforced concrete slabs. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7717 ; https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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):

Tsoi, Hiu Fung. “Modelling blast-loaded reinforced concrete slabs.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-7717 ; https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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):

Tsoi, Hiu Fung. “Modelling blast-loaded reinforced concrete slabs.” 2012. Web. 24 Oct 2020.

Vancouver:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-7717 ; https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7717 ; https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/th_redirect.html

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


University of Johannesburg

15. Sillman, C.R. Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment.

Degree: 2012, University of Johannesburg

M. Phil.

The purpose of this research is to see if on-site portable pull-out tests in South Africa on post-installed chemical and mechanical fixings can… (more)

Subjects/Keywords: Ready-mixed concrete - Specifications - South Africa; Concrete construction; Concrete - Testing; Concrete - Quality control

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

APA (6th Edition):

Sillman, C. R. (2012). Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/4801

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):

Sillman, C R. “Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment.” 2012. Thesis, University of Johannesburg. Accessed October 24, 2020. http://hdl.handle.net/10210/4801.

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

MLA Handbook (7th Edition):

Sillman, C R. “Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment.” 2012. Web. 24 Oct 2020.

Vancouver:

Sillman CR. Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/10210/4801.

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

Council of Science Editors:

Sillman CR. Validation of post-installed anchors tested to European technical approval guideline 001 in South African concrete using portable test equipment. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/4801

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


Michigan State University

16. Shakya, Anuj Man. Flexural and shear response of precast prestressed concrete hollowcore slabs under fire conditions.

Degree: 2016, Michigan State University

Thesis Ph. D. Michigan State University. Civil Engineering 2016

Prestressed concrete (PC) hollowcore slabs are increasingly used in building applications due to numerous advantages they… (more)

Subjects/Keywords: Precast concrete – Fire testing; Prestressed concrete – Fire testing; Concrete slabs – Fire testing; Concrete construction – Safety measures; Civil engineering

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

APA (6th Edition):

Shakya, A. M. (2016). Flexural and shear response of precast prestressed concrete hollowcore slabs under fire conditions. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:4012

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):

Shakya, Anuj Man. “Flexural and shear response of precast prestressed concrete hollowcore slabs under fire conditions.” 2016. Thesis, Michigan State University. Accessed October 24, 2020. http://etd.lib.msu.edu/islandora/object/etd:4012.

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

MLA Handbook (7th Edition):

Shakya, Anuj Man. “Flexural and shear response of precast prestressed concrete hollowcore slabs under fire conditions.” 2016. Web. 24 Oct 2020.

Vancouver:

Shakya AM. Flexural and shear response of precast prestressed concrete hollowcore slabs under fire conditions. [Internet] [Thesis]. Michigan State University; 2016. [cited 2020 Oct 24]. Available from: http://etd.lib.msu.edu/islandora/object/etd:4012.

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

Council of Science Editors:

Shakya AM. Flexural and shear response of precast prestressed concrete hollowcore slabs under fire conditions. [Thesis]. Michigan State University; 2016. Available from: http://etd.lib.msu.edu/islandora/object/etd:4012

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


Ryerson University

17. Tsang, Chehong. Salt Scaling of Pervious Concrete: Optimizing a Test Method and The Effects of Different Deicers.

Degree: 2016, Ryerson University

 There is currently no standard test method for evaluating the resistance of pervious concrete to salt scaling. In this study, a number of test methods… (more)

Subjects/Keywords: Concrete  – Testing; Concrete  – Effect of temperature on; Concrete  – Effect of salt on; Concrete  – Corrosion; Concrete construction; Concrete

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

APA (6th Edition):

Tsang, C. (2016). Salt Scaling of Pervious Concrete: Optimizing a Test Method and The Effects of Different Deicers. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5797

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):

Tsang, Chehong. “Salt Scaling of Pervious Concrete: Optimizing a Test Method and The Effects of Different Deicers.” 2016. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5797.

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

MLA Handbook (7th Edition):

Tsang, Chehong. “Salt Scaling of Pervious Concrete: Optimizing a Test Method and The Effects of Different Deicers.” 2016. Web. 24 Oct 2020.

Vancouver:

Tsang C. Salt Scaling of Pervious Concrete: Optimizing a Test Method and The Effects of Different Deicers. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5797.

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

Council of Science Editors:

Tsang C. Salt Scaling of Pervious Concrete: Optimizing a Test Method and The Effects of Different Deicers. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5797

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


Ryerson University

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

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 October 24, 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. 24 Oct 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 Oct 24]. 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


Michigan State University

19. McCall, John Thompson. The effect of the pellet form of calcium chloride, as an admixture, on the strength of portland cement concrete.

Degree: MS, 1951, Michigan State University

Subjects/Keywords: Concrete; Concrete construction – Testing

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

APA (6th Edition):

McCall, J. T. (1951). The effect of the pellet form of calcium chloride, as an admixture, on the strength of portland cement concrete. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12026

Chicago Manual of Style (16th Edition):

McCall, John Thompson. “The effect of the pellet form of calcium chloride, as an admixture, on the strength of portland cement concrete.” 1951. Masters Thesis, Michigan State University. Accessed October 24, 2020. http://etd.lib.msu.edu/islandora/object/etd:12026.

MLA Handbook (7th Edition):

McCall, John Thompson. “The effect of the pellet form of calcium chloride, as an admixture, on the strength of portland cement concrete.” 1951. Web. 24 Oct 2020.

Vancouver:

McCall JT. The effect of the pellet form of calcium chloride, as an admixture, on the strength of portland cement concrete. [Internet] [Masters thesis]. Michigan State University; 1951. [cited 2020 Oct 24]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12026.

Council of Science Editors:

McCall JT. The effect of the pellet form of calcium chloride, as an admixture, on the strength of portland cement concrete. [Masters Thesis]. Michigan State University; 1951. Available from: http://etd.lib.msu.edu/islandora/object/etd:12026

20. Sanford, Charles W. A study on the debris found in a pervious concrete sample.

Degree: 2014, University of Tennessee – Chattanooga

 In an effort to determine how and what debris clogs well-aged pervious concrete, a fourteen-year-old pervious concrete parking lot was cored and the samples investigated.… (more)

Subjects/Keywords: Lightweight concrete  – Testing; Pavements; Concrete  – Design and construction

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

APA (6th Edition):

Sanford, C. W. (2014). A study on the debris found in a pervious concrete sample. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/131

Chicago Manual of Style (16th Edition):

Sanford, Charles W. “A study on the debris found in a pervious concrete sample.” 2014. Masters Thesis, University of Tennessee – Chattanooga. Accessed October 24, 2020. https://scholar.utc.edu/theses/131.

MLA Handbook (7th Edition):

Sanford, Charles W. “A study on the debris found in a pervious concrete sample.” 2014. Web. 24 Oct 2020.

Vancouver:

Sanford CW. A study on the debris found in a pervious concrete sample. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2014. [cited 2020 Oct 24]. Available from: https://scholar.utc.edu/theses/131.

Council of Science Editors:

Sanford CW. A study on the debris found in a pervious concrete sample. [Masters Thesis]. University of Tennessee – Chattanooga; 2014. Available from: https://scholar.utc.edu/theses/131


University of New South Wales

21. Malik, Adnan Rauf. An investigation into the behaviour of reactive powder concrete columns.

Degree: Civil & Environmental Engineering, 2007, University of New South Wales

 The research reported in this thesis was carried out in two phases to investigate the behaviour of reactive powder concrete (RPC) columns.In the first phase… (more)

Subjects/Keywords: Concrete construction  – Testing; Reinforced concrete

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APA (6th Edition):

Malik, A. R. (2007). An investigation into the behaviour of reactive powder concrete columns. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/40663 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1326/SOURCE1?view=true

Chicago Manual of Style (16th Edition):

Malik, Adnan Rauf. “An investigation into the behaviour of reactive powder concrete columns.” 2007. Doctoral Dissertation, University of New South Wales. Accessed October 24, 2020. http://handle.unsw.edu.au/1959.4/40663 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1326/SOURCE1?view=true.

MLA Handbook (7th Edition):

Malik, Adnan Rauf. “An investigation into the behaviour of reactive powder concrete columns.” 2007. Web. 24 Oct 2020.

Vancouver:

Malik AR. An investigation into the behaviour of reactive powder concrete columns. [Internet] [Doctoral dissertation]. University of New South Wales; 2007. [cited 2020 Oct 24]. Available from: http://handle.unsw.edu.au/1959.4/40663 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1326/SOURCE1?view=true.

Council of Science Editors:

Malik AR. An investigation into the behaviour of reactive powder concrete columns. [Doctoral Dissertation]. University of New South Wales; 2007. Available from: http://handle.unsw.edu.au/1959.4/40663 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:1326/SOURCE1?view=true


Durban University of Technology

22. Khuzwayo, Bonga PraiseGod. Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems.

Degree: 2015, Durban University of Technology

Submitted in fulfillment for the Master of Engineering, Department of Civil Engineering and Surveying, Durban University of Technology. Durban. South Africa, 2015.

Beam and block… (more)

Subjects/Keywords: Prestressed concrete beams – Design and construction; Prestressed concrete beams – Testing; Concrete slabs – Design and construction; Concrete slabs – Testing; Concrete masonry; Construction industry

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

APA (6th Edition):

Khuzwayo, B. P. (2015). Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems. (Thesis). Durban University of Technology. Retrieved from http://hdl.handle.net/10321/1389

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):

Khuzwayo, Bonga PraiseGod. “Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems.” 2015. Thesis, Durban University of Technology. Accessed October 24, 2020. http://hdl.handle.net/10321/1389.

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

MLA Handbook (7th Edition):

Khuzwayo, Bonga PraiseGod. “Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems.” 2015. Web. 24 Oct 2020.

Vancouver:

Khuzwayo BP. Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems. [Internet] [Thesis]. Durban University of Technology; 2015. [cited 2020 Oct 24]. Available from: http://hdl.handle.net/10321/1389.

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

Council of Science Editors:

Khuzwayo BP. Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems. [Thesis]. Durban University of Technology; 2015. Available from: http://hdl.handle.net/10321/1389

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

23. Stathas, Dionysios CIVL. Concave segmental retaining walls with porcupine blocks.

Degree: 2017, Hong Kong University of Science and Technology

 Gravity segmental retaining walls (GSWs) built with prefabricated concrete blocks (modular-blocks) have become an attractive solution for soil retaining structures within the past few years… (more)

Subjects/Keywords: Retaining walls ; Design and construction ; Mathematical models ; Testing ; Reinforced concrete construction

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APA (6th Edition):

Stathas, D. C. (2017). Concave segmental retaining walls with porcupine blocks. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-91103 ; https://doi.org/10.14711/thesis-991012551363803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91103/1/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):

Stathas, Dionysios CIVL. “Concave segmental retaining walls with porcupine blocks.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-91103 ; https://doi.org/10.14711/thesis-991012551363803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91103/1/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):

Stathas, Dionysios CIVL. “Concave segmental retaining walls with porcupine blocks.” 2017. Web. 24 Oct 2020.

Vancouver:

Stathas DC. Concave segmental retaining walls with porcupine blocks. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-91103 ; https://doi.org/10.14711/thesis-991012551363803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91103/1/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:

Stathas DC. Concave segmental retaining walls with porcupine blocks. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: http://repository.ust.hk/ir/Record/1783.1-91103 ; https://doi.org/10.14711/thesis-991012551363803412 ; http://repository.ust.hk/ir/bitstream/1783.1-91103/1/th_redirect.html

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


Ryerson University

24. Mengistu, Haile. Structural behaviour of composite slab with high performance concretes.

Degree: 2014, Ryerson University

 Composite slabs with profiled steel deck and concrete toping have gained wide acceptance as they lead to faster, lighter and economical construction. Extensive research works… (more)

Subjects/Keywords: Cement composites  – Testing; Concrete slabs  – Design and construction; Reinforced concrete  – Testing; Structural design  – Safety measures

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

APA (6th Edition):

Mengistu, H. (2014). Structural behaviour of composite slab with high performance concretes. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3703

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):

Mengistu, Haile. “Structural behaviour of composite slab with high performance concretes.” 2014. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3703.

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

MLA Handbook (7th Edition):

Mengistu, Haile. “Structural behaviour of composite slab with high performance concretes.” 2014. Web. 24 Oct 2020.

Vancouver:

Mengistu H. Structural behaviour of composite slab with high performance concretes. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3703.

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

Council of Science Editors:

Mengistu H. Structural behaviour of composite slab with high performance concretes. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3703

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. Wang, Xueying CIVL. Tension-stiffening fixed-angle truss models for RC membrane elements in shear.

Degree: 2019, Hong Kong University of Science and Technology

 The reinforced concrete (RC) membrane element is recognised as a basic component of a wide range of structures, such as shear walls, deep beams and… (more)

Subjects/Keywords: Concrete walls ; Testing ; Mathematical models ; Concrete construction ; Shear (Mechanics) ; Strains and stresses ; Reinforced concrete

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APA (6th Edition):

Wang, X. C. (2019). Tension-stiffening fixed-angle truss models for RC membrane elements in shear. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-100106 ; https://doi.org/10.14711/thesis-991012730263303412 ; http://repository.ust.hk/ir/bitstream/1783.1-100106/1/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):

Wang, Xueying CIVL. “Tension-stiffening fixed-angle truss models for RC membrane elements in shear.” 2019. Thesis, Hong Kong University of Science and Technology. Accessed October 24, 2020. http://repository.ust.hk/ir/Record/1783.1-100106 ; https://doi.org/10.14711/thesis-991012730263303412 ; http://repository.ust.hk/ir/bitstream/1783.1-100106/1/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):

Wang, Xueying CIVL. “Tension-stiffening fixed-angle truss models for RC membrane elements in shear.” 2019. Web. 24 Oct 2020.

Vancouver:

Wang XC. Tension-stiffening fixed-angle truss models for RC membrane elements in shear. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2019. [cited 2020 Oct 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-100106 ; https://doi.org/10.14711/thesis-991012730263303412 ; http://repository.ust.hk/ir/bitstream/1783.1-100106/1/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:

Wang XC. Tension-stiffening fixed-angle truss models for RC membrane elements in shear. [Thesis]. Hong Kong University of Science and Technology; 2019. Available from: http://repository.ust.hk/ir/Record/1783.1-100106 ; https://doi.org/10.14711/thesis-991012730263303412 ; http://repository.ust.hk/ir/bitstream/1783.1-100106/1/th_redirect.html

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


Michigan State University

26. Oldenburg, Theodore. A study of the watertightness of concrete with an admixture of celite.

Degree: B.S., 1927, Michigan State University

Subjects/Keywords: Concrete – Testing; Concrete construction; Concrete coatings

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

APA (6th Edition):

Oldenburg, T. (1927). A study of the watertightness of concrete with an admixture of celite. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12660

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):

Oldenburg, Theodore. “A study of the watertightness of concrete with an admixture of celite.” 1927. Thesis, Michigan State University. Accessed October 24, 2020. http://etd.lib.msu.edu/islandora/object/etd:12660.

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

MLA Handbook (7th Edition):

Oldenburg, Theodore. “A study of the watertightness of concrete with an admixture of celite.” 1927. Web. 24 Oct 2020.

Vancouver:

Oldenburg T. A study of the watertightness of concrete with an admixture of celite. [Internet] [Thesis]. Michigan State University; 1927. [cited 2020 Oct 24]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12660.

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

Council of Science Editors:

Oldenburg T. A study of the watertightness of concrete with an admixture of celite. [Thesis]. Michigan State University; 1927. Available from: http://etd.lib.msu.edu/islandora/object/etd:12660

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


Ryerson University

27. Mak, Chratien. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.

Degree: 2011, Ryerson University

 Glass fibre reinforced polymer (GFRP) reinforcements are a viable replacement for corroding steel rebars. GFRP rebar tension lap splices combined with ultra high performance concrete(more)

Subjects/Keywords: Composite-reinforced concrete  – Testing; Fiber-reinforced concrete  – Testing; Reinforced concrete  – Testing; Reinforcing bars  – Fatigue; Reinforced concrete construction  – Fatigue; Composite materials  – Delamination  – Testing

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APA (6th Edition):

Mak, C. (2011). Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1581

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):

Mak, Chratien. “Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.” 2011. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1581.

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

MLA Handbook (7th Edition):

Mak, Chratien. “Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.” 2011. Web. 24 Oct 2020.

Vancouver:

Mak C. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1581.

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

Council of Science Editors:

Mak C. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1581

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


Ryerson University

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

Degree: 2012, Ryerson University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

MLA Handbook (7th Edition):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Web. 24 Oct 2020.

Vancouver:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Internet] [Thesis]. Ryerson University; 2012. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

Council of Science Editors:

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

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


Florida Atlantic University

29. Echevarria, Victor Anthony. Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments.

Degree: M.S.C.S., 2012, Florida Atlantic University

Summary: The aim of this study was to investigate the diffusion of chloride ions into concrete samples that were exposed in scenarios that simulate the… (more)

Subjects/Keywords: Reinforced concrete – Construction – Corrosion; Composite reinforced concrete – Corrosion – Testing; Concrete – Fluid dynamics; Concrete – Chemical resistance; Chlorides – Diffusion rate

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APA (6th Edition):

Echevarria, V. A. (2012). Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/FAU/3358557

Chicago Manual of Style (16th Edition):

Echevarria, Victor Anthony. “Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments.” 2012. Masters Thesis, Florida Atlantic University. Accessed October 24, 2020. http://purl.flvc.org/FAU/3358557.

MLA Handbook (7th Edition):

Echevarria, Victor Anthony. “Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments.” 2012. Web. 24 Oct 2020.

Vancouver:

Echevarria VA. Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments. [Internet] [Masters thesis]. Florida Atlantic University; 2012. [cited 2020 Oct 24]. Available from: http://purl.flvc.org/FAU/3358557.

Council of Science Editors:

Echevarria VA. Concrete diffusivity and its correlation with chloride deposition rate on concrete exposed to marine environments. [Masters Thesis]. Florida Atlantic University; 2012. Available from: http://purl.flvc.org/FAU/3358557


Ryerson University

30. Hossain, Mohammad Ali. Corrosion Resistance Of High-Performance Composite Beams.

Degree: 2017, Ryerson University

 The research concentrated on the corrosion resistance of reinforced self-consolidating concrete (SCC), lightweight SCC (LWSCC), fiber reinforced LWSCC (FRLWSCC), Engineered cementitious composite (ECC) and composite… (more)

Subjects/Keywords: Concrete beams  – Design and construction; Concrete beams  – Corrosion  – Testing; Reinforced concrete  – Corrosion  – Testing; Reinforced concrete construction  – Contracts and specifications; Structural analysis (Engineering)

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

APA (6th Edition):

Hossain, M. A. (2017). Corrosion Resistance Of High-Performance Composite Beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7132

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):

Hossain, Mohammad Ali. “Corrosion Resistance Of High-Performance Composite Beams.” 2017. Thesis, Ryerson University. Accessed October 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A7132.

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

MLA Handbook (7th Edition):

Hossain, Mohammad Ali. “Corrosion Resistance Of High-Performance Composite Beams.” 2017. Web. 24 Oct 2020.

Vancouver:

Hossain MA. Corrosion Resistance Of High-Performance Composite Beams. [Internet] [Thesis]. Ryerson University; 2017. [cited 2020 Oct 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7132.

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

Council of Science Editors:

Hossain MA. Corrosion Resistance Of High-Performance Composite Beams. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7132

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

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