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You searched for subject:(parapets). Showing records 1 – 4 of 4 total matches.

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University of Miami

1. Rinaldi, Valentino. Design of GFRP Reinforcement for Concrete Bridge Structural Components.

Degree: MS, Civil, Architectural and Environmental Engineering (Engineering), 2015, University of Miami

 The demand for the development of a more efficient and durable transportation infrastructure is among the priorities of highway authorities worldwide. In the United States,… (more)

Subjects/Keywords: Composites; GFRP; parapets; traffic barriers; bridge; concrete

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APA (6th Edition):

Rinaldi, V. (2015). Design of GFRP Reinforcement for Concrete Bridge Structural Components. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/578

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):

Rinaldi, Valentino. “Design of GFRP Reinforcement for Concrete Bridge Structural Components.” 2015. Thesis, University of Miami. Accessed October 15, 2019. https://scholarlyrepository.miami.edu/oa_theses/578.

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

MLA Handbook (7th Edition):

Rinaldi, Valentino. “Design of GFRP Reinforcement for Concrete Bridge Structural Components.” 2015. Web. 15 Oct 2019.

Vancouver:

Rinaldi V. Design of GFRP Reinforcement for Concrete Bridge Structural Components. [Internet] [Thesis]. University of Miami; 2015. [cited 2019 Oct 15]. Available from: https://scholarlyrepository.miami.edu/oa_theses/578.

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

Council of Science Editors:

Rinaldi V. Design of GFRP Reinforcement for Concrete Bridge Structural Components. [Thesis]. University of Miami; 2015. Available from: https://scholarlyrepository.miami.edu/oa_theses/578

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


Stellenbosch University

2. Goosen, Alberto. Structural capacity of freestanding glass balustrades.

Degree: MScEng (Civil Engineering, Civil Engineering, 2007, Stellenbosch University

 The introduction of toughened glass into the construction industry has had several significant consequences. For the first time, glass panels can be used without continuous… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Glass construction  – Barrier-free design; Parapets; Civil engineering

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APA (6th Edition):

Goosen, A. (2007). Structural capacity of freestanding glass balustrades. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/3009

Chicago Manual of Style (16th Edition):

Goosen, Alberto. “Structural capacity of freestanding glass balustrades.” 2007. Masters Thesis, Stellenbosch University. Accessed October 15, 2019. http://hdl.handle.net/10019.1/3009.

MLA Handbook (7th Edition):

Goosen, Alberto. “Structural capacity of freestanding glass balustrades.” 2007. Web. 15 Oct 2019.

Vancouver:

Goosen A. Structural capacity of freestanding glass balustrades. [Internet] [Masters thesis]. Stellenbosch University; 2007. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10019.1/3009.

Council of Science Editors:

Goosen A. Structural capacity of freestanding glass balustrades. [Masters Thesis]. Stellenbosch University; 2007. Available from: http://hdl.handle.net/10019.1/3009

3. Kalabon, Amy Elizabeth. Implementation and Field Testing of Improved Bridge Parapet Designs.

Degree: MSin Civil Engineering, Washkewicz College of Engineering, 2014, Cleveland State University

 Premature cracking of concrete bridge parapets is a potentially complex problem, with a number of possible causes. Identifying the cause of premature cracking, and avoiding… (more)

Subjects/Keywords: Civil Engineering; Engineering; Bridge parapets, concrete, cracking, improved parapet designs, joint details, deeper saw cuts, fibers, GFRP

parapets on recently constructed bridge decks. Within ODOT District 12, there is an extensive… …cracking to varying degrees. The decks on which these problem parapets were poured appear to be… …and construct these concrete bridge parapets similarly every year. While parapets can be… …replaced producing a large sunk cost. Severely cracked parapets are a safety concern, and the… …potential cost to the Department to remove and replace parapets is significant. 1.2 Study… 

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APA (6th Edition):

Kalabon, A. E. (2014). Implementation and Field Testing of Improved Bridge Parapet Designs. (Masters Thesis). Cleveland State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=csu1399314661

Chicago Manual of Style (16th Edition):

Kalabon, Amy Elizabeth. “Implementation and Field Testing of Improved Bridge Parapet Designs.” 2014. Masters Thesis, Cleveland State University. Accessed October 15, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=csu1399314661.

MLA Handbook (7th Edition):

Kalabon, Amy Elizabeth. “Implementation and Field Testing of Improved Bridge Parapet Designs.” 2014. Web. 15 Oct 2019.

Vancouver:

Kalabon AE. Implementation and Field Testing of Improved Bridge Parapet Designs. [Internet] [Masters thesis]. Cleveland State University; 2014. [cited 2019 Oct 15]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=csu1399314661.

Council of Science Editors:

Kalabon AE. Implementation and Field Testing of Improved Bridge Parapet Designs. [Masters Thesis]. Cleveland State University; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=csu1399314661

4. Fu, Tuan-Chun. Development of Effective Approaches to the Large-Scale Aerodynamic Testing of Low-Rise Building.

Degree: PhD, Civil Engineering, 2013, Florida International University

  Low-rise buildings are often subjected to high wind loads during hurricanes that lead to severe damage and cause water intrusion. It is therefore important… (more)

Subjects/Keywords: Hurricane; Low-rise buildings; Parapets; Mitigation; Partial simulation; Silsoe; TTU; Wall of Wind; Wind Tunnel; Civil Engineering; Fluid Dynamics; Structural Engineering

parapets in mitigating roof pressures. The comparisons of pressures with and without parapets… …Hurricane; Low-rise buildings; Parapets; Mitigation; Partial simulation; Silsoe; TTU; Wall of Wind… …115 5.5 Discontinuous Perforated Parapets for Mitigating Roof Negative Pressures........129… …Comparison .............................. 128 Figure 14. Discontinuous Perforated Parapets… …130 Figure 15. Discontinuous Perforated Parapets Installed on Hip Roof Building Model.. 131… 

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APA (6th Edition):

Fu, T. (2013). Development of Effective Approaches to the Large-Scale Aerodynamic Testing of Low-Rise Building. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/986 ; Tuan-Chun Fu

Chicago Manual of Style (16th Edition):

Fu, Tuan-Chun. “Development of Effective Approaches to the Large-Scale Aerodynamic Testing of Low-Rise Building.” 2013. Doctoral Dissertation, Florida International University. Accessed October 15, 2019. http://digitalcommons.fiu.edu/etd/986 ; Tuan-Chun Fu.

MLA Handbook (7th Edition):

Fu, Tuan-Chun. “Development of Effective Approaches to the Large-Scale Aerodynamic Testing of Low-Rise Building.” 2013. Web. 15 Oct 2019.

Vancouver:

Fu T. Development of Effective Approaches to the Large-Scale Aerodynamic Testing of Low-Rise Building. [Internet] [Doctoral dissertation]. Florida International University; 2013. [cited 2019 Oct 15]. Available from: http://digitalcommons.fiu.edu/etd/986 ; Tuan-Chun Fu.

Council of Science Editors:

Fu T. Development of Effective Approaches to the Large-Scale Aerodynamic Testing of Low-Rise Building. [Doctoral Dissertation]. Florida International University; 2013. Available from: http://digitalcommons.fiu.edu/etd/986 ; Tuan-Chun Fu

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