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You searched for subject:(Concrete poles Design AND construction). Showing records 1 – 30 of 4906 total matches.

[1] [2] [3] [4] [5] … [164]

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University of Johannesburg

1. Marais, Charl Francois. Die ontwikkeling en ontwerp van dubbelbetonpale vir die gebruik as vrydraende hoek- en terminaalkragpale.

Degree: 2015, University of Johannesburg

M.Ing.

The purpose of this investigation was to develop a double concrete pole which could be used as an angle- or terminal structure for overhead… (more)

Subjects/Keywords: Concrete poles - Design and construction

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

APA (6th Edition):

Marais, C. F. (2015). Die ontwikkeling en ontwerp van dubbelbetonpale vir die gebruik as vrydraende hoek- en terminaalkragpale. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/14547

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):

Marais, Charl Francois. “Die ontwikkeling en ontwerp van dubbelbetonpale vir die gebruik as vrydraende hoek- en terminaalkragpale.” 2015. Thesis, University of Johannesburg. Accessed January 19, 2021. http://hdl.handle.net/10210/14547.

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

MLA Handbook (7th Edition):

Marais, Charl Francois. “Die ontwikkeling en ontwerp van dubbelbetonpale vir die gebruik as vrydraende hoek- en terminaalkragpale.” 2015. Web. 19 Jan 2021.

Vancouver:

Marais CF. Die ontwikkeling en ontwerp van dubbelbetonpale vir die gebruik as vrydraende hoek- en terminaalkragpale. [Internet] [Thesis]. University of Johannesburg; 2015. [cited 2021 Jan 19]. Available from: http://hdl.handle.net/10210/14547.

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

Council of Science Editors:

Marais CF. Die ontwikkeling en ontwerp van dubbelbetonpale vir die gebruik as vrydraende hoek- en terminaalkragpale. [Thesis]. University of Johannesburg; 2015. Available from: http://hdl.handle.net/10210/14547

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


Rutgers University

2. Xie, Pengyu, 1992-. Evaluation of thermal properties and air void characteristics of porous concrete.

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

 Porous concrete is becoming an attractive pavement solution due to its great performances in mitigating urban heat island (UHI) effect and managing storm water. As… (more)

Subjects/Keywords: Lightweight concrete – Design and construction

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APA (6th Edition):

Xie, Pengyu, 1. (2017). Evaluation of thermal properties and air void characteristics of porous concrete. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/55775/

Chicago Manual of Style (16th Edition):

Xie, Pengyu, 1992-. “Evaluation of thermal properties and air void characteristics of porous concrete.” 2017. Masters Thesis, Rutgers University. Accessed January 19, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/55775/.

MLA Handbook (7th Edition):

Xie, Pengyu, 1992-. “Evaluation of thermal properties and air void characteristics of porous concrete.” 2017. Web. 19 Jan 2021.

Vancouver:

Xie, Pengyu 1. Evaluation of thermal properties and air void characteristics of porous concrete. [Internet] [Masters thesis]. Rutgers University; 2017. [cited 2021 Jan 19]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55775/.

Council of Science Editors:

Xie, Pengyu 1. Evaluation of thermal properties and air void characteristics of porous concrete. [Masters Thesis]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/55775/


Ryerson University

3. 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 (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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Marzouk H. Performance analysis of reinforced high-strength concrete beams under impact loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2021 Jan 19]. 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

4. 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 (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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2021 Jan 19]. 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 Johannesburg

5. Liebenberg, Willem Adriaan. Behaviour and load capacities of cast-in recoverable anchor screws.

Degree: 2014, University of Johannesburg

M.Tech. (Civil Engineering)

Recoverable anchor screws are widely used in the construction of massive concrete structures such as dams, channels, tunnels and multi-story buildings to… (more)

Subjects/Keywords: Anchorage (Structural engineering); Concrete construction; Fasteners - Design

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APA (6th Edition):

Liebenberg, W. A. (2014). Behaviour and load capacities of cast-in recoverable anchor screws. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/10814

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):

Liebenberg, Willem Adriaan. “Behaviour and load capacities of cast-in recoverable anchor screws.” 2014. Thesis, University of Johannesburg. Accessed January 19, 2021. http://hdl.handle.net/10210/10814.

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

MLA Handbook (7th Edition):

Liebenberg, Willem Adriaan. “Behaviour and load capacities of cast-in recoverable anchor screws.” 2014. Web. 19 Jan 2021.

Vancouver:

Liebenberg WA. Behaviour and load capacities of cast-in recoverable anchor screws. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2021 Jan 19]. Available from: http://hdl.handle.net/10210/10814.

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

Council of Science Editors:

Liebenberg WA. Behaviour and load capacities of cast-in recoverable anchor screws. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/10814

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


Rutgers University

6. Al-Saadi, Israa Fadhil Jasim, 1980-. Optimization of pavement preservation strategy considering cost and environmental impacts.

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

Road maintenance is crucial for the purpose of retarding deterioration of pavement, which is a complex and continuous process due to the interaction of heavy… (more)

Subjects/Keywords: Pavements; Asphalt concrete – Design and construction

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APA (6th Edition):

Al-Saadi, Israa Fadhil Jasim, 1. (2018). Optimization of pavement preservation strategy considering cost and environmental impacts. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/57465/

Chicago Manual of Style (16th Edition):

Al-Saadi, Israa Fadhil Jasim, 1980-. “Optimization of pavement preservation strategy considering cost and environmental impacts.” 2018. Doctoral Dissertation, Rutgers University. Accessed January 19, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/57465/.

MLA Handbook (7th Edition):

Al-Saadi, Israa Fadhil Jasim, 1980-. “Optimization of pavement preservation strategy considering cost and environmental impacts.” 2018. Web. 19 Jan 2021.

Vancouver:

Al-Saadi, Israa Fadhil Jasim 1. Optimization of pavement preservation strategy considering cost and environmental impacts. [Internet] [Doctoral dissertation]. Rutgers University; 2018. [cited 2021 Jan 19]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57465/.

Council of Science Editors:

Al-Saadi, Israa Fadhil Jasim 1. Optimization of pavement preservation strategy considering cost and environmental impacts. [Doctoral Dissertation]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/57465/


Ryerson University

7. 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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Ghateh R. Nonlinear seismic response of reinforced concrete pedestals in elevated water tanks. [Internet] [Thesis]. Ryerson University; 2014. [cited 2021 Jan 19]. 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

8. Marvi, Bahman. Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection.

Degree: 2010, Ryerson University

 The use of prefabricated elements and systems in bridge construction has recently been the subject of much attention and interest amongst bridge jurisdictions as a… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Bridges  – Design and construction

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APA (6th Edition):

Marvi, B. (2010). Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2333

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):

Marvi, Bahman. “Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection.” 2010. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A2333.

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

MLA Handbook (7th Edition):

Marvi, Bahman. “Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection.” 2010. Web. 19 Jan 2021.

Vancouver:

Marvi B. Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection. [Internet] [Thesis]. Ryerson University; 2010. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2333.

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

Council of Science Editors:

Marvi B. Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2333

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


Rutgers University

9. Adediji, Anuoluwa, 1988-. Behavior of concrete bridge decks under combined shrinkage thermal and live loading.

Degree: PhD, Civil and Environmental Engineering, 2016, Rutgers University

Designers have consistently been concerned with long term deformation of bridges to mitigate unfavorable effects such as excessive movement and cracking. Furthermore, any developed tool… (more)

Subjects/Keywords: Bridges – Design and construction; Concrete bridges – Design and construction; Concrete – Expansion and contraction

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

APA (6th Edition):

Adediji, Anuoluwa, 1. (2016). Behavior of concrete bridge decks under combined shrinkage thermal and live loading. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/49900/

Chicago Manual of Style (16th Edition):

Adediji, Anuoluwa, 1988-. “Behavior of concrete bridge decks under combined shrinkage thermal and live loading.” 2016. Doctoral Dissertation, Rutgers University. Accessed January 19, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/49900/.

MLA Handbook (7th Edition):

Adediji, Anuoluwa, 1988-. “Behavior of concrete bridge decks under combined shrinkage thermal and live loading.” 2016. Web. 19 Jan 2021.

Vancouver:

Adediji, Anuoluwa 1. Behavior of concrete bridge decks under combined shrinkage thermal and live loading. [Internet] [Doctoral dissertation]. Rutgers University; 2016. [cited 2021 Jan 19]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/49900/.

Council of Science Editors:

Adediji, Anuoluwa 1. Behavior of concrete bridge decks under combined shrinkage thermal and live loading. [Doctoral Dissertation]. Rutgers University; 2016. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/49900/


Ryerson University

10. 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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2021 Jan 19]. 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

11. 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 (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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Sanford CW. A study on the debris found in a pervious concrete sample. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2014. [cited 2021 Jan 19]. 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


Rutgers University

12. Al-Nawadi, Hasan, 1981-. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.

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

Reinforced concrete is one of the most efficient building materials widely used across the world, however, corrosion of its embedded steel reinforcement is the most… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Concrete bridges  – Design and construction

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

APA (6th Edition):

Al-Nawadi, Hasan, 1. (2019). Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59931/

Chicago Manual of Style (16th Edition):

Al-Nawadi, Hasan, 1981-. “Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.” 2019. Doctoral Dissertation, Rutgers University. Accessed January 19, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/59931/.

MLA Handbook (7th Edition):

Al-Nawadi, Hasan, 1981-. “Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.” 2019. Web. 19 Jan 2021.

Vancouver:

Al-Nawadi, Hasan 1. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2021 Jan 19]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59931/.

Council of Science Editors:

Al-Nawadi, Hasan 1. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59931/


Durban University of Technology

13. 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 January 19, 2021. 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. 19 Jan 2021.

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 2021 Jan 19]. 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


Ryerson University

14. 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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Ahmad S. Structural Performance And Self-Healing Behaviour Of Engineered Cementitious Composites Subjected To Fatigue Loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2021 Jan 19]. 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

15. 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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2021 Jan 19]. 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


Hong Kong University of Science and Technology

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

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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Stathas DC. Concave segmental retaining walls with porcupine blocks. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2021 Jan 19]. 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

17. 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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Mengistu H. Structural behaviour of composite slab with high performance concretes. [Internet] [Thesis]. Ryerson University; 2014. [cited 2021 Jan 19]. 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


Ryerson University

18. Ishtiaq, Muhammad. Load distribution in concrete solid slab bridges.

Degree: 2011, Ryerson University

 Canadian Highway Bridge Design Code (CHBDC) specifies empirical equations for the moment and shear distribution factors for selected bridge configurations. These empirical equations were based… (more)

Subjects/Keywords: Concrete bridges  – Testing.; Concrete bridges  – Design and construction.; Bridges  – Specifications  – Canada.; Load factor design.

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

APA (6th Edition):

Ishtiaq, M. (2011). Load distribution in concrete solid slab bridges. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6319

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):

Ishtiaq, Muhammad. “Load distribution in concrete solid slab bridges.” 2011. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A6319.

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

MLA Handbook (7th Edition):

Ishtiaq, Muhammad. “Load distribution in concrete solid slab bridges.” 2011. Web. 19 Jan 2021.

Vancouver:

Ishtiaq M. Load distribution in concrete solid slab bridges. [Internet] [Thesis]. Ryerson University; 2011. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6319.

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

Council of Science Editors:

Ishtiaq M. Load distribution in concrete solid slab bridges. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6319

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


Ryerson University

19. Lu, Au. Seismic design of liquid-containing concrete structures.

Degree: 2010, Ryerson University

 The seismic design of structures is a requirement for any places [sic] where earthquake [sic] occurs, and the design is based upon the codes that… (more)

Subjects/Keywords: Concrete tanks  – Standards; Concrete tanks  – Design and construction; Earthquake resistant design  – Standards  – Evaluation

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

APA (6th Edition):

Lu, A. (2010). Seismic design of liquid-containing concrete structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6318

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):

Lu, Au. “Seismic design of liquid-containing concrete structures.” 2010. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A6318.

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

MLA Handbook (7th Edition):

Lu, Au. “Seismic design of liquid-containing concrete structures.” 2010. Web. 19 Jan 2021.

Vancouver:

Lu A. Seismic design of liquid-containing concrete structures. [Internet] [Thesis]. Ryerson University; 2010. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6318.

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

Council of Science Editors:

Lu A. Seismic design of liquid-containing concrete structures. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6318

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


Stellenbosch University

20. Dunn, Trevor Paul Andrew. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: Lightweight foamed concrete, in contrast to normal weight concrete, is a low density, zero coarse aggregate concrete. The applications of foamed concrete have… (more)

Subjects/Keywords: Aseismic design; Concrete walls; Structural design; Residential buildings  – Construction; Lightweight concrete; UCTD

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

APA (6th Edition):

Dunn, T. P. A. (2017). Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102870

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):

Dunn, Trevor Paul Andrew. “Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.” 2017. Thesis, Stellenbosch University. Accessed January 19, 2021. http://hdl.handle.net/10019.1/102870.

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

MLA Handbook (7th Edition):

Dunn, Trevor Paul Andrew. “Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.” 2017. Web. 19 Jan 2021.

Vancouver:

Dunn TPA. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2021 Jan 19]. Available from: http://hdl.handle.net/10019.1/102870.

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

Council of Science Editors:

Dunn TPA. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102870

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


Ryerson University

21. Abousaeidi, Laleh. Investigating strut and tie model in deep beams.

Degree: 2009, Ryerson University

 The Strut-and-Tie model (STM) approach evolves as one of the most useful design methods for shear critical structures and for other disturbed regions in concrete(more)

Subjects/Keywords: Concrete beams  – Design and construction; Concrete beams  – Computer programs; Strut-and-tie models; Reinforced concrete construction; Structural analysis (Engineering)

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

APA (6th Edition):

Abousaeidi, L. (2009). Investigating strut and tie model in deep beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1308

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):

Abousaeidi, Laleh. “Investigating strut and tie model in deep beams.” 2009. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A1308.

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

MLA Handbook (7th Edition):

Abousaeidi, Laleh. “Investigating strut and tie model in deep beams.” 2009. Web. 19 Jan 2021.

Vancouver:

Abousaeidi L. Investigating strut and tie model in deep beams. [Internet] [Thesis]. Ryerson University; 2009. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1308.

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

Council of Science Editors:

Abousaeidi L. Investigating strut and tie model in deep beams. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1308

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


Ryerson University

22. Jajjawi, Masrra. Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction.

Degree: 2016, Ryerson University

 The prefabricated bridge is common method in construction since it provides controlled environmental conditions and long-term durability. These adjacent precast box beams are placed side… (more)

Subjects/Keywords: Shear (Mechanics); Loads (Mechanics); Box Beams; Prestressed concrete beams; Prestressed concrete bridges; Precast concrete construction  – Design and construction

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

APA (6th Edition):

Jajjawi, M. (2016). Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5773

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):

Jajjawi, Masrra. “Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction.” 2016. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A5773.

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

MLA Handbook (7th Edition):

Jajjawi, Masrra. “Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction.” 2016. Web. 19 Jan 2021.

Vancouver:

Jajjawi M. Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction. [Internet] [Thesis]. Ryerson University; 2016. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5773.

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

Council of Science Editors:

Jajjawi M. Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5773

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


Ryerson University

23. Ahmed, Mahmoud Shaaban Sayed. Development and study of closure strip between precast deck panels in accelerated bridge construction.

Degree: 2016, Ryerson University

 This research investigates the use of glass fiber reinforced polymer (GFRP) bars in bridge decks and ultra-high performance fibre-reinforced concrete (UHPFRC) as filling materials in… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Bridges  – Design and construction; Bridges  – Floors  – Materials

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

APA (6th Edition):

Ahmed, M. S. S. (2016). Development and study of closure strip between precast deck panels in accelerated bridge construction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5790

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):

Ahmed, Mahmoud Shaaban Sayed. “Development and study of closure strip between precast deck panels in accelerated bridge construction.” 2016. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A5790.

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

MLA Handbook (7th Edition):

Ahmed, Mahmoud Shaaban Sayed. “Development and study of closure strip between precast deck panels in accelerated bridge construction.” 2016. Web. 19 Jan 2021.

Vancouver:

Ahmed MSS. Development and study of closure strip between precast deck panels in accelerated bridge construction. [Internet] [Thesis]. Ryerson University; 2016. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5790.

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

Council of Science Editors:

Ahmed MSS. Development and study of closure strip between precast deck panels in accelerated bridge construction. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5790

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


Michigan State University

24. Fedak, Lauren Kimberly. Evaluation of plastic hinge models and inelastic analysis tools for performance-based seismic design of RC bridge columns.

Degree: 2012, Michigan State University

Thesis M.S. Michigan State University. Civil Engineering 2012.

For over 50 years, the notion of an equivalent region under constant plastic curvature, i.e., the plastic… (more)

Subjects/Keywords: Bridges – Design and construction; Reinforced concrete construction; Earthquake resistant design; Civil engineering

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APA (6th Edition):

Fedak, L. K. (2012). Evaluation of plastic hinge models and inelastic analysis tools for performance-based seismic design of RC bridge columns. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:1851

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):

Fedak, Lauren Kimberly. “Evaluation of plastic hinge models and inelastic analysis tools for performance-based seismic design of RC bridge columns.” 2012. Thesis, Michigan State University. Accessed January 19, 2021. http://etd.lib.msu.edu/islandora/object/etd:1851.

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

MLA Handbook (7th Edition):

Fedak, Lauren Kimberly. “Evaluation of plastic hinge models and inelastic analysis tools for performance-based seismic design of RC bridge columns.” 2012. Web. 19 Jan 2021.

Vancouver:

Fedak LK. Evaluation of plastic hinge models and inelastic analysis tools for performance-based seismic design of RC bridge columns. [Internet] [Thesis]. Michigan State University; 2012. [cited 2021 Jan 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:1851.

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

Council of Science Editors:

Fedak LK. Evaluation of plastic hinge models and inelastic analysis tools for performance-based seismic design of RC bridge columns. [Thesis]. Michigan State University; 2012. Available from: http://etd.lib.msu.edu/islandora/object/etd:1851

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


Ryerson University

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

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 January 19, 2021. 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. 19 Jan 2021.

Vancouver:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Internet] [Thesis]. Ryerson University; 2012. [cited 2021 Jan 19]. 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


University of Johannesburg

26. Van der Merwe, Elizabeth Maria. Behaviour of floor joint edges under hard-wheeled loads.

Degree: 2012, University of Johannesburg

M.Ing.

This research project was initiated by a well-known international company (MAKRO SA), which had experienced floor joint problems occurring in their industrial floors. Floor… (more)

Subjects/Keywords: Floors, Concrete - Design and construction.; Industrial buildings - Floors - Design and construction.; Floors, Concrete - Joints.; Industrial buildings - Floors - Joints.; Subsoils.

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

APA (6th Edition):

Van der Merwe, E. M. (2012). Behaviour of floor joint edges under hard-wheeled loads. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/5843

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):

Van der Merwe, Elizabeth Maria. “Behaviour of floor joint edges under hard-wheeled loads.” 2012. Thesis, University of Johannesburg. Accessed January 19, 2021. http://hdl.handle.net/10210/5843.

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

MLA Handbook (7th Edition):

Van der Merwe, Elizabeth Maria. “Behaviour of floor joint edges under hard-wheeled loads.” 2012. Web. 19 Jan 2021.

Vancouver:

Van der Merwe EM. Behaviour of floor joint edges under hard-wheeled loads. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2021 Jan 19]. Available from: http://hdl.handle.net/10210/5843.

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

Council of Science Editors:

Van der Merwe EM. Behaviour of floor joint edges under hard-wheeled loads. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/5843

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


Ryerson University

27. Johnson, Robert C. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.

Degree: 2011, Ryerson University

 This thesis reports the findings of a study carried out to determine the effectiveness of Accelerated Tests in evaluating the Alkali-Silica Reactivity of Recycled Concrete(more)

Subjects/Keywords: Alkali-aggregate reactions; Aggregates (Building materials)  – Recycling; Pavements; Concrete  – Design and construction; Silica; Asphalt concrete

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

APA (6th Edition):

Johnson, R. C. (2011). Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1846

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):

Johnson, Robert C. “Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.” 2011. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A1846.

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

MLA Handbook (7th Edition):

Johnson, Robert C. “Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates.” 2011. Web. 19 Jan 2021.

Vancouver:

Johnson RC. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. [Internet] [Thesis]. Ryerson University; 2011. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1846.

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

Council of Science Editors:

Johnson RC. Accelerated test methods for evaluating alkali-silica reactivity of recycled concrete aggregates. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1846

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


Ryerson University

28. Morsy, Rana. The use of random decrement technique for long term health monitoring of concrete structures.

Degree: 2016, Ryerson University

 This investigation deals with the development of an advanced strategy for Structural Health Monitoring (SHM) of concrete beams and girders for important structures such as… (more)

Subjects/Keywords: Structural health monitoring; Structural failures  – Prevention; Reliability (Engineering); Concrete beams  – Design and construction; Reinforced concrete

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

APA (6th Edition):

Morsy, R. (2016). The use of random decrement technique for long term health monitoring of concrete structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5776

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):

Morsy, Rana. “The use of random decrement technique for long term health monitoring of concrete structures.” 2016. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A5776.

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

MLA Handbook (7th Edition):

Morsy, Rana. “The use of random decrement technique for long term health monitoring of concrete structures.” 2016. Web. 19 Jan 2021.

Vancouver:

Morsy R. The use of random decrement technique for long term health monitoring of concrete structures. [Internet] [Thesis]. Ryerson University; 2016. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5776.

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

Council of Science Editors:

Morsy R. The use of random decrement technique for long term health monitoring of concrete structures. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5776

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


Oregon State University

29. McCurry, David D. Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification.

Degree: MS, Civil Engineering, 2000, Oregon State University

 The Horsetail Creek Bridge (HCB), constructed in 1914, is located along the Historic Columbia River Highway in Oregon. The original cross beams from the HCB… (more)

Subjects/Keywords: Concrete beams  – Design and construction

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

APA (6th Edition):

McCurry, D. D. (2000). Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/18848

Chicago Manual of Style (16th Edition):

McCurry, David D. “Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification.” 2000. Masters Thesis, Oregon State University. Accessed January 19, 2021. http://hdl.handle.net/1957/18848.

MLA Handbook (7th Edition):

McCurry, David D. “Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification.” 2000. Web. 19 Jan 2021.

Vancouver:

McCurry DD. Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification. [Internet] [Masters thesis]. Oregon State University; 2000. [cited 2021 Jan 19]. Available from: http://hdl.handle.net/1957/18848.

Council of Science Editors:

McCurry DD. Strengthening reinforced concrete beams using FRP composite fabrics : full-scale experimental studies and design concept verification. [Masters Thesis]. Oregon State University; 2000. Available from: http://hdl.handle.net/1957/18848


Ryerson University

30. Taki, Fouad. A framework for life cycle assessment of concrete bridge decks.

Degree: 2007, Ryerson University

 he construction industry is the largest contributor to environmental loading, and while development will require more infrastructure to achieve its goals, this will require more… (more)

Subjects/Keywords: Bridges; concrete; design; construction

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

APA (6th Edition):

Taki, F. (2007). A framework for life cycle assessment of concrete bridge decks. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A617

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):

Taki, Fouad. “A framework for life cycle assessment of concrete bridge decks.” 2007. Thesis, Ryerson University. Accessed January 19, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A617.

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

MLA Handbook (7th Edition):

Taki, Fouad. “A framework for life cycle assessment of concrete bridge decks.” 2007. Web. 19 Jan 2021.

Vancouver:

Taki F. A framework for life cycle assessment of concrete bridge decks. [Internet] [Thesis]. Ryerson University; 2007. [cited 2021 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A617.

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

Council of Science Editors:

Taki F. A framework for life cycle assessment of concrete bridge decks. [Thesis]. Ryerson University; 2007. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A617

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

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