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You searched for subject:(Bridge decks). Showing records 1 – 30 of 71 total matches.

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Queens University

1. Nelson, Mark. Experimental and analytical investigations of concrete bridge decks with structural FRP Stay-in-Place forms .

Degree: Civil Engineering, 2013, Queens University

 Stay-In-Place (SIP) formwork systems are widely used for concrete slabs in industry due to their relative ease and speed of construction. Conventionally, corrugated metal sheets… (more)

Subjects/Keywords: Bridge Decks; Civil Engineering

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APA (6th Edition):

Nelson, M. (2013). Experimental and analytical investigations of concrete bridge decks with structural FRP Stay-in-Place forms . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8415

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):

Nelson, Mark. “Experimental and analytical investigations of concrete bridge decks with structural FRP Stay-in-Place forms .” 2013. Thesis, Queens University. Accessed December 13, 2018. http://hdl.handle.net/1974/8415.

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

MLA Handbook (7th Edition):

Nelson, Mark. “Experimental and analytical investigations of concrete bridge decks with structural FRP Stay-in-Place forms .” 2013. Web. 13 Dec 2018.

Vancouver:

Nelson M. Experimental and analytical investigations of concrete bridge decks with structural FRP Stay-in-Place forms . [Internet] [Thesis]. Queens University; 2013. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/1974/8415.

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

Council of Science Editors:

Nelson M. Experimental and analytical investigations of concrete bridge decks with structural FRP Stay-in-Place forms . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8415

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

2. Lum, Bryan Kwock Gin. Development of high-performance fiber-reinforced link slabs for jointless bridge decks.

Degree: 2016, University of Hawaii – Manoa

M.S. University of Hawaii at Manoa 2013.

The purpose of this study of high-performance fiber-reinforced cementitious composite (HPFRCC) reinforced with glass fiber reinforced polymer (GFRP)… (more)

Subjects/Keywords: bridge decks

…the bridge decks are of reinforced concrete. Regardless of the differing materials, one… …bolts (right) 1.2 Jointless Bridge Decks Reducing future maintenance of bridge… …52 Figure 4-1: Lihue Mill Bridge - Plan and Sections… …shown in Figure 1-1. Figure 1-1: Typical deteriorated concrete bridge deck mechanical… …repetitive maintenance. Figure 1-2: Typical bridge bent with deterioration to the superstructure’s… 

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APA (6th Edition):

Lum, B. K. G. (2016). Development of high-performance fiber-reinforced link slabs for jointless bridge decks. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/101851

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):

Lum, Bryan Kwock Gin. “Development of high-performance fiber-reinforced link slabs for jointless bridge decks.” 2016. Thesis, University of Hawaii – Manoa. Accessed December 13, 2018. http://hdl.handle.net/10125/101851.

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

MLA Handbook (7th Edition):

Lum, Bryan Kwock Gin. “Development of high-performance fiber-reinforced link slabs for jointless bridge decks.” 2016. Web. 13 Dec 2018.

Vancouver:

Lum BKG. Development of high-performance fiber-reinforced link slabs for jointless bridge decks. [Internet] [Thesis]. University of Hawaii – Manoa; 2016. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10125/101851.

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

Council of Science Editors:

Lum BKG. Development of high-performance fiber-reinforced link slabs for jointless bridge decks. [Thesis]. University of Hawaii – Manoa; 2016. Available from: http://hdl.handle.net/10125/101851

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


University of Kansas

3. O’Reilly, Matthew. Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2011, University of Kansas

 The performance of corrosion protection systems for reinforcing steel in concrete is evaluated. In addition to conventional and conventional epoxy-coated reinforcement, the corrosion protection systems… (more)

Subjects/Keywords: Civil engineering; Bridge decks; Chlorides; Concrete; Corrosion

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APA (6th Edition):

O’Reilly, M. (2011). Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/7633

Chicago Manual of Style (16th Edition):

O’Reilly, Matthew. “Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.” 2011. Doctoral Dissertation, University of Kansas. Accessed December 13, 2018. http://hdl.handle.net/1808/7633.

MLA Handbook (7th Edition):

O’Reilly, Matthew. “Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks.” 2011. Web. 13 Dec 2018.

Vancouver:

O’Reilly M. Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. [Internet] [Doctoral dissertation]. University of Kansas; 2011. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/1808/7633.

Council of Science Editors:

O’Reilly M. Performance of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks. [Doctoral Dissertation]. University of Kansas; 2011. Available from: http://hdl.handle.net/1808/7633


EPFL

4. Schollmayer, Martin. Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders.

Degree: 2009, EPFL

 FRP bridge decks offer several advantages compared with conventional concrete bridge decks, particularly their much lower weight, but also their resistance against corrosion as well… (more)

Subjects/Keywords: adhesives; bonding; bridge decks; fiber-reinforced polymers; joints; pultrusion

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APA (6th Edition):

Schollmayer, M. (2009). Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/130367

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):

Schollmayer, Martin. “Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders.” 2009. Thesis, EPFL. Accessed December 13, 2018. http://infoscience.epfl.ch/record/130367.

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

MLA Handbook (7th Edition):

Schollmayer, Martin. “Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders.” 2009. Web. 13 Dec 2018.

Vancouver:

Schollmayer M. Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders. [Internet] [Thesis]. EPFL; 2009. [cited 2018 Dec 13]. Available from: http://infoscience.epfl.ch/record/130367.

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

Council of Science Editors:

Schollmayer M. Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders. [Thesis]. EPFL; 2009. Available from: http://infoscience.epfl.ch/record/130367

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


North Carolina State University

5. Mohamed, Tarek Said. Fabrication and Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck.

Degree: MS, Civil Engineering, 2007, North Carolina State University

 Deterioration of many bridge decks due to corrosion of steel triggered civil engineering researchers to consider other alternatives to the current conventional reinforced concrete and… (more)

Subjects/Keywords: FRP Bridge Decks 3WEAVE

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APA (6th Edition):

Mohamed, T. S. (2007). Fabrication and Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/157

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):

Mohamed, Tarek Said. “Fabrication and Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck.” 2007. Thesis, North Carolina State University. Accessed December 13, 2018. http://www.lib.ncsu.edu/resolver/1840.16/157.

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

MLA Handbook (7th Edition):

Mohamed, Tarek Said. “Fabrication and Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck.” 2007. Web. 13 Dec 2018.

Vancouver:

Mohamed TS. Fabrication and Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck. [Internet] [Thesis]. North Carolina State University; 2007. [cited 2018 Dec 13]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/157.

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

Council of Science Editors:

Mohamed TS. Fabrication and Behavior of Three-Dimensionally Woven Glass Fiber Reinforced Polymeric Bridge Deck. [Thesis]. North Carolina State University; 2007. Available from: http://www.lib.ncsu.edu/resolver/1840.16/157

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


University of Waterloo

6. St.Onge, James. Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications.

Degree: 2018, University of Waterloo

 Aluminum is a lightweight material that possesses excellent corrosion resistance and has been shown to be an attractive alternative to steel and concrete for the… (more)

Subjects/Keywords: aluminum; aluminum bridges; modular aluminum bridge decks; slip-resistant connections

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APA (6th Edition):

St.Onge, J. (2018). Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14193

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):

St.Onge, James. “Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications.” 2018. Thesis, University of Waterloo. Accessed December 13, 2018. http://hdl.handle.net/10012/14193.

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

MLA Handbook (7th Edition):

St.Onge, James. “Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications.” 2018. Web. 13 Dec 2018.

Vancouver:

St.Onge J. Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10012/14193.

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

Council of Science Editors:

St.Onge J. Development of a Ridged Slip-Resistant Connection for Modular Aluminum Bridge Deck Applications. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/14193

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


Texas A&M University

7. Mander, Thomas. Structural Performance of a Full-Depth Precast Concrete Bridge Deck System.

Degree: 2010, Texas A&M University

 Throughout the United States accelerated bridge construction is becoming increasingly popular to meet growing transportation demands while keeping construction time and costs to a minimum.… (more)

Subjects/Keywords: precast panels; accelerated bridge construction; yield line theory; punching shear; bridge decks

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APA (6th Edition):

Mander, T. (2010). Structural Performance of a Full-Depth Precast Concrete Bridge Deck System. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7019

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):

Mander, Thomas. “Structural Performance of a Full-Depth Precast Concrete Bridge Deck System.” 2010. Thesis, Texas A&M University. Accessed December 13, 2018. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7019.

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

MLA Handbook (7th Edition):

Mander, Thomas. “Structural Performance of a Full-Depth Precast Concrete Bridge Deck System.” 2010. Web. 13 Dec 2018.

Vancouver:

Mander T. Structural Performance of a Full-Depth Precast Concrete Bridge Deck System. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7019.

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

Council of Science Editors:

Mander T. Structural Performance of a Full-Depth Precast Concrete Bridge Deck System. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7019

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


University of Delaware

8. Ghonima, Omar. Statistical modeling of United States highway concrete bridge decks .

Degree: 2017, University of Delaware

 As the backbone of the US transportation system, bridges are also its most visible part. There are over 600,000 bridges across all US states ensuring… (more)

Subjects/Keywords: Pure sciences; Applied sciences; Asset management; Bayesian; Bridge decks; Clustering; Logistic regression; National bridge inventory

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APA (6th Edition):

Ghonima, O. (2017). Statistical modeling of United States highway concrete bridge decks . (Doctoral Dissertation). University of Delaware. Retrieved from http://udspace.udel.edu/handle/19716/23068

Chicago Manual of Style (16th Edition):

Ghonima, Omar. “Statistical modeling of United States highway concrete bridge decks .” 2017. Doctoral Dissertation, University of Delaware. Accessed December 13, 2018. http://udspace.udel.edu/handle/19716/23068.

MLA Handbook (7th Edition):

Ghonima, Omar. “Statistical modeling of United States highway concrete bridge decks .” 2017. Web. 13 Dec 2018.

Vancouver:

Ghonima O. Statistical modeling of United States highway concrete bridge decks . [Internet] [Doctoral dissertation]. University of Delaware; 2017. [cited 2018 Dec 13]. Available from: http://udspace.udel.edu/handle/19716/23068.

Council of Science Editors:

Ghonima O. Statistical modeling of United States highway concrete bridge decks . [Doctoral Dissertation]. University of Delaware; 2017. Available from: http://udspace.udel.edu/handle/19716/23068

9. Dackman, David. Steel sandwich decks in medium spanbridges - A case study.

Degree: 2015, Chalmers University of Technology

Subjects/Keywords: Steel sandwich decks; bridge decks; optimisation; finite element analysis

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APA (6th Edition):

Dackman, D. (2015). Steel sandwich decks in medium spanbridges - A case study. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/224967-steel-sandwich-decks-in-medium-spanbridges-a-case-study

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):

Dackman, David. “Steel sandwich decks in medium spanbridges - A case study.” 2015. Thesis, Chalmers University of Technology. Accessed December 13, 2018. http://studentarbeten.chalmers.se/publication/224967-steel-sandwich-decks-in-medium-spanbridges-a-case-study.

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

MLA Handbook (7th Edition):

Dackman, David. “Steel sandwich decks in medium spanbridges - A case study.” 2015. Web. 13 Dec 2018.

Vancouver:

Dackman D. Steel sandwich decks in medium spanbridges - A case study. [Internet] [Thesis]. Chalmers University of Technology; 2015. [cited 2018 Dec 13]. Available from: http://studentarbeten.chalmers.se/publication/224967-steel-sandwich-decks-in-medium-spanbridges-a-case-study.

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

Council of Science Editors:

Dackman D. Steel sandwich decks in medium spanbridges - A case study. [Thesis]. Chalmers University of Technology; 2015. Available from: http://studentarbeten.chalmers.se/publication/224967-steel-sandwich-decks-in-medium-spanbridges-a-case-study

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

10. Mara, Valbona. Fibre reinforced polymer bridge decks, A feasibility study on upgrading existing concrete-steel bridges.

Degree: 2011, Chalmers University of Technology

Subjects/Keywords: FRP decks; composite bridge; fiber reinforced polymers; bridge decks; connections

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APA (6th Edition):

Mara, V. (2011). Fibre reinforced polymer bridge decks, A feasibility study on upgrading existing concrete-steel bridges. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/146634-fibre-reinforced-polymer-bridge-decks-a-feasibility-study-on-upgrading-existing-concrete-steel-bridg

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):

Mara, Valbona. “Fibre reinforced polymer bridge decks, A feasibility study on upgrading existing concrete-steel bridges.” 2011. Thesis, Chalmers University of Technology. Accessed December 13, 2018. http://studentarbeten.chalmers.se/publication/146634-fibre-reinforced-polymer-bridge-decks-a-feasibility-study-on-upgrading-existing-concrete-steel-bridg.

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

MLA Handbook (7th Edition):

Mara, Valbona. “Fibre reinforced polymer bridge decks, A feasibility study on upgrading existing concrete-steel bridges.” 2011. Web. 13 Dec 2018.

Vancouver:

Mara V. Fibre reinforced polymer bridge decks, A feasibility study on upgrading existing concrete-steel bridges. [Internet] [Thesis]. Chalmers University of Technology; 2011. [cited 2018 Dec 13]. Available from: http://studentarbeten.chalmers.se/publication/146634-fibre-reinforced-polymer-bridge-decks-a-feasibility-study-on-upgrading-existing-concrete-steel-bridg.

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

Council of Science Editors:

Mara V. Fibre reinforced polymer bridge decks, A feasibility study on upgrading existing concrete-steel bridges. [Thesis]. Chalmers University of Technology; 2011. Available from: http://studentarbeten.chalmers.se/publication/146634-fibre-reinforced-polymer-bridge-decks-a-feasibility-study-on-upgrading-existing-concrete-steel-bridg

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


Texas A&M University

11. Nwaneshiudu, Oke. Assessing effects of highway bridge deck runoff on near-by recieving waters in coastal margins using remote monitoring techniques.

Degree: 2005, Texas A&M University

 Most of the pollution found in highway runoff is both directly and indirectly contributed by vehicles such as cars and trucks. The constituents that contribute… (more)

Subjects/Keywords: Runoff; Water quality; Highways; Bridge decks

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APA (6th Edition):

Nwaneshiudu, O. (2005). Assessing effects of highway bridge deck runoff on near-by recieving waters in coastal margins using remote monitoring techniques. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1462

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

Chicago Manual of Style (16th Edition):

Nwaneshiudu, Oke. “Assessing effects of highway bridge deck runoff on near-by recieving waters in coastal margins using remote monitoring techniques.” 2005. Thesis, Texas A&M University. Accessed December 13, 2018. http://hdl.handle.net/1969.1/1462.

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

MLA Handbook (7th Edition):

Nwaneshiudu, Oke. “Assessing effects of highway bridge deck runoff on near-by recieving waters in coastal margins using remote monitoring techniques.” 2005. Web. 13 Dec 2018.

Vancouver:

Nwaneshiudu O. Assessing effects of highway bridge deck runoff on near-by recieving waters in coastal margins using remote monitoring techniques. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/1969.1/1462.

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

Council of Science Editors:

Nwaneshiudu O. Assessing effects of highway bridge deck runoff on near-by recieving waters in coastal margins using remote monitoring techniques. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/1462

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


Virginia Tech

12. Passarelli, Garrett J. A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem.

Degree: Civil Engineering, 2011, Virginia Tech

 This research investigation explores the feasibility of implementing a laser welded sandwich steel panel bridge deck system as a viable alternative to standardized reinforced concrete… (more)

Subjects/Keywords: Bridge Decks; Fatigue Resistance; Finite Element Analysis; Finite Element; Sandwich Panel; Laser Weld; LBW; HLAW

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APA (6th Edition):

Passarelli, G. J. (2011). A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45149

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):

Passarelli, Garrett J. “A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem.” 2011. Thesis, Virginia Tech. Accessed December 13, 2018. http://hdl.handle.net/10919/45149.

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

MLA Handbook (7th Edition):

Passarelli, Garrett J. “A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem.” 2011. Web. 13 Dec 2018.

Vancouver:

Passarelli GJ. A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem. [Internet] [Thesis]. Virginia Tech; 2011. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10919/45149.

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

Council of Science Editors:

Passarelli GJ. A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem. [Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/45149

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


Virginia Tech

13. Govindarajan Balakumaran, Soundar Sriram. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.

Degree: Civil Engineering, 2012, Virginia Tech

 Modeling of chloride-induced deterioration of bridge decks by using Fickâ s Second Law of diffusion was performed. The objective of this study is to select… (more)

Subjects/Keywords: corrosion; service life; bridge decks; modeling; deterioration; chloride diffusion; concrete; epoxy; overlay; LTBP

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APA (6th Edition):

Govindarajan Balakumaran, S. S. (2012). Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26437

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):

Govindarajan Balakumaran, Soundar Sriram. “Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.” 2012. Thesis, Virginia Tech. Accessed December 13, 2018. http://hdl.handle.net/10919/26437.

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

MLA Handbook (7th Edition):

Govindarajan Balakumaran, Soundar Sriram. “Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.” 2012. Web. 13 Dec 2018.

Vancouver:

Govindarajan Balakumaran SS. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. [Internet] [Thesis]. Virginia Tech; 2012. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10919/26437.

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

Council of Science Editors:

Govindarajan Balakumaran SS. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. [Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/26437

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


Universidade do Rio Grande do Sul

14. Standerski, Rita. Ação estática do vento em tabuleiros de pontes : caracterização aerodinâmica em túnel de vento.

Degree: 2012, Universidade do Rio Grande do Sul

As pontes são importantes elementos no desenvolvimento da infraestrutura de uma nação, possibilitando conexões de pessoas e bens. A ação do vento em pontes é… (more)

Subjects/Keywords: Vento; Bridge; Wind; Túnel de vento; Ensaios mecânicos; Bridge decks; Pontes (Engenharia); Wind tunnel; Section models; Aerodynamic coefficients

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APA (6th Edition):

Standerski, R. (2012). Ação estática do vento em tabuleiros de pontes : caracterização aerodinâmica em túnel de vento. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/75907

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):

Standerski, Rita. “Ação estática do vento em tabuleiros de pontes : caracterização aerodinâmica em túnel de vento.” 2012. Thesis, Universidade do Rio Grande do Sul. Accessed December 13, 2018. http://hdl.handle.net/10183/75907.

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

MLA Handbook (7th Edition):

Standerski, Rita. “Ação estática do vento em tabuleiros de pontes : caracterização aerodinâmica em túnel de vento.” 2012. Web. 13 Dec 2018.

Vancouver:

Standerski R. Ação estática do vento em tabuleiros de pontes : caracterização aerodinâmica em túnel de vento. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2012. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10183/75907.

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

Council of Science Editors:

Standerski R. Ação estática do vento em tabuleiros de pontes : caracterização aerodinâmica em túnel de vento. [Thesis]. Universidade do Rio Grande do Sul; 2012. Available from: http://hdl.handle.net/10183/75907

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


University of Florida

15. Edwards, Samuel T III. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 The first objective of this study was to develop procedures for determining bracing forces during bridge construction. Numerical finite element models and analysis techniques were… (more)

Subjects/Keywords: Aerodynamic coefficients; Braces; Bridge decks; Databases; Drag coefficient; Geometric angles; Girder bridges; Girders; Plate girders; Torque; brace  – bridge  – construction  – loads  – wind

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APA (6th Edition):

Edwards, S. T. I. (2014). Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046731

Chicago Manual of Style (16th Edition):

Edwards, Samuel T III. “Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.” 2014. Masters Thesis, University of Florida. Accessed December 13, 2018. http://ufdc.ufl.edu/UFE0046731.

MLA Handbook (7th Edition):

Edwards, Samuel T III. “Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.” 2014. Web. 13 Dec 2018.

Vancouver:

Edwards STI. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2018 Dec 13]. Available from: http://ufdc.ufl.edu/UFE0046731.

Council of Science Editors:

Edwards STI. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046731

16. Gilun, Agnieszka. Stress-laminated timber T-beam and box-beam bridges.

Degree: 2006, Chalmers University of Technology

Subjects/Keywords: T-beam bridge; box-beam bridge; glulam; stress-laminated decks; timber bridge

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APA (6th Edition):

Gilun, A. (2006). Stress-laminated timber T-beam and box-beam bridges. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/19625-stress-laminated-timber-t-beam-and-box-beam-bridges

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):

Gilun, Agnieszka. “Stress-laminated timber T-beam and box-beam bridges.” 2006. Thesis, Chalmers University of Technology. Accessed December 13, 2018. http://studentarbeten.chalmers.se/publication/19625-stress-laminated-timber-t-beam-and-box-beam-bridges.

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

MLA Handbook (7th Edition):

Gilun, Agnieszka. “Stress-laminated timber T-beam and box-beam bridges.” 2006. Web. 13 Dec 2018.

Vancouver:

Gilun A. Stress-laminated timber T-beam and box-beam bridges. [Internet] [Thesis]. Chalmers University of Technology; 2006. [cited 2018 Dec 13]. Available from: http://studentarbeten.chalmers.se/publication/19625-stress-laminated-timber-t-beam-and-box-beam-bridges.

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

Council of Science Editors:

Gilun A. Stress-laminated timber T-beam and box-beam bridges. [Thesis]. Chalmers University of Technology; 2006. Available from: http://studentarbeten.chalmers.se/publication/19625-stress-laminated-timber-t-beam-and-box-beam-bridges

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

17. BENEUS, ENDRIT. Innovative road bridges with steel sandwich decks - Optimization of the structural performance of a laser weldedsteel sandwich deck.

Degree: 2014, Chalmers University of Technology

Subjects/Keywords: Steel sandwich panels; bridge decks; optimization; laser welding

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APA (6th Edition):

BENEUS, E. (2014). Innovative road bridges with steel sandwich decks - Optimization of the structural performance of a laser weldedsteel sandwich deck. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/200954-innovative-road-bridges-with-steel-sandwich-decks-optimization-of-the-structural-performance-of-a-la

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):

BENEUS, ENDRIT. “Innovative road bridges with steel sandwich decks - Optimization of the structural performance of a laser weldedsteel sandwich deck.” 2014. Thesis, Chalmers University of Technology. Accessed December 13, 2018. http://studentarbeten.chalmers.se/publication/200954-innovative-road-bridges-with-steel-sandwich-decks-optimization-of-the-structural-performance-of-a-la.

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

MLA Handbook (7th Edition):

BENEUS, ENDRIT. “Innovative road bridges with steel sandwich decks - Optimization of the structural performance of a laser weldedsteel sandwich deck.” 2014. Web. 13 Dec 2018.

Vancouver:

BENEUS E. Innovative road bridges with steel sandwich decks - Optimization of the structural performance of a laser weldedsteel sandwich deck. [Internet] [Thesis]. Chalmers University of Technology; 2014. [cited 2018 Dec 13]. Available from: http://studentarbeten.chalmers.se/publication/200954-innovative-road-bridges-with-steel-sandwich-decks-optimization-of-the-structural-performance-of-a-la.

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

Council of Science Editors:

BENEUS E. Innovative road bridges with steel sandwich decks - Optimization of the structural performance of a laser weldedsteel sandwich deck. [Thesis]. Chalmers University of Technology; 2014. Available from: http://studentarbeten.chalmers.se/publication/200954-innovative-road-bridges-with-steel-sandwich-decks-optimization-of-the-structural-performance-of-a-la

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

18. ALWAN, ULA. New Concept for Industrial Bridge.

Degree: 2013, Chalmers University of Technology

Subjects/Keywords: Laser welded steel sandwich panels; bridge decks

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APA (6th Edition):

ALWAN, U. (2013). New Concept for Industrial Bridge. (Thesis). Chalmers University of Technology. Retrieved from http://studentarbeten.chalmers.se/publication/179740-new-concept-for-industrial-bridge

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):

ALWAN, ULA. “New Concept for Industrial Bridge.” 2013. Thesis, Chalmers University of Technology. Accessed December 13, 2018. http://studentarbeten.chalmers.se/publication/179740-new-concept-for-industrial-bridge.

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

MLA Handbook (7th Edition):

ALWAN, ULA. “New Concept for Industrial Bridge.” 2013. Web. 13 Dec 2018.

Vancouver:

ALWAN U. New Concept for Industrial Bridge. [Internet] [Thesis]. Chalmers University of Technology; 2013. [cited 2018 Dec 13]. Available from: http://studentarbeten.chalmers.se/publication/179740-new-concept-for-industrial-bridge.

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

Council of Science Editors:

ALWAN U. New Concept for Industrial Bridge. [Thesis]. Chalmers University of Technology; 2013. Available from: http://studentarbeten.chalmers.se/publication/179740-new-concept-for-industrial-bridge

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


EPFL

19. Osei-Antwi, Michael. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks.

Degree: 2014, EPFL

 Based on current fiber-reinforced polymer (FRP) composite construction principles, FRP decks fall into two categories: pultruded decks and sandwich decks. Sandwich decks comprise face sheets… (more)

Subjects/Keywords: Bridge decks; Composite bridges; Balsa wood; Sandwich panels; Fiber-reinforced polymers; Multilayer sandwich beam; Core joint; Timber insert; RC deck replacement

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APA (6th Edition):

Osei-Antwi, M. (2014). Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/198492

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):

Osei-Antwi, Michael. “Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks.” 2014. Thesis, EPFL. Accessed December 13, 2018. http://infoscience.epfl.ch/record/198492.

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

MLA Handbook (7th Edition):

Osei-Antwi, Michael. “Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks.” 2014. Web. 13 Dec 2018.

Vancouver:

Osei-Antwi M. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. [Internet] [Thesis]. EPFL; 2014. [cited 2018 Dec 13]. Available from: http://infoscience.epfl.ch/record/198492.

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

Council of Science Editors:

Osei-Antwi M. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. [Thesis]. EPFL; 2014. Available from: http://infoscience.epfl.ch/record/198492

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


Utah State University

20. Wells, Zane B. Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks.

Degree: MS, Civil and Environmental Engineering, 2012, Utah State University

  Accelerated Bridge Construction (ABC) techniques have resulted in innovative options that save time and money during the construction of bridges. One such group of… (more)

Subjects/Keywords: Performance; Post-Tensioned; Curved-Strand Connections; Transverse Joints; Precast Bridge Decks; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Wells, Z. B. (2012). Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/1222

Chicago Manual of Style (16th Edition):

Wells, Zane B. “Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks.” 2012. Masters Thesis, Utah State University. Accessed December 13, 2018. https://digitalcommons.usu.edu/etd/1222.

MLA Handbook (7th Edition):

Wells, Zane B. “Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks.” 2012. Web. 13 Dec 2018.

Vancouver:

Wells ZB. Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks. [Internet] [Masters thesis]. Utah State University; 2012. [cited 2018 Dec 13]. Available from: https://digitalcommons.usu.edu/etd/1222.

Council of Science Editors:

Wells ZB. Performance of Post-Tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks. [Masters Thesis]. Utah State University; 2012. Available from: https://digitalcommons.usu.edu/etd/1222


Northeastern University

21. Wright, Christopher Franklin. Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration.

Degree: MS, Department of Civil and Environmental Engineering, 2011, Northeastern University

 Lack of regular maintenance programs for infrastructure systems in the United States has created a sizeable financial gap between available and required funds to keep… (more)

Subjects/Keywords: civil engineering; bridge decks; computational modeling; ground penetrating radar; Bridges - Deterioration; Bridges - Maintenance and repair; Ground penetrating radar; Civil Engineering

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APA (6th Edition):

Wright, C. F. (2011). Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration. (Masters Thesis). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20001042

Chicago Manual of Style (16th Edition):

Wright, Christopher Franklin. “Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration.” 2011. Masters Thesis, Northeastern University. Accessed December 13, 2018. http://hdl.handle.net/2047/d20001042.

MLA Handbook (7th Edition):

Wright, Christopher Franklin. “Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration.” 2011. Web. 13 Dec 2018.

Vancouver:

Wright CF. Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration. [Internet] [Masters thesis]. Northeastern University; 2011. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/2047/d20001042.

Council of Science Editors:

Wright CF. Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration. [Masters Thesis]. Northeastern University; 2011. Available from: http://hdl.handle.net/2047/d20001042


Case Western Reserve University

22. Petrou, Michael Frixos. Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks.

Degree: PhD, Civil Engineering, 1993, Case Western Reserve University

 Tests were conducted under a concentrated static, stationary pulsating and moving constant wheel-load on 1/3-scale (P-Series) and 1/6.6-scale (B-Series) physical models of concrete bridge decks(more)

Subjects/Keywords: Engineering, Civil; Concrete bridge decks; Fatigue performance

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APA (6th Edition):

Petrou, M. F. (1993). Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks. (Doctoral Dissertation). Case Western Reserve University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1060797619

Chicago Manual of Style (16th Edition):

Petrou, Michael Frixos. “Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks.” 1993. Doctoral Dissertation, Case Western Reserve University. Accessed December 13, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=case1060797619.

MLA Handbook (7th Edition):

Petrou, Michael Frixos. “Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks.” 1993. Web. 13 Dec 2018.

Vancouver:

Petrou MF. Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks. [Internet] [Doctoral dissertation]. Case Western Reserve University; 1993. [cited 2018 Dec 13]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1060797619.

Council of Science Editors:

Petrou MF. Fatigue performance of AASHTO and Ontario design for non-composite reinforced concrete bridge decks. [Doctoral Dissertation]. Case Western Reserve University; 1993. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1060797619


Ohio University

23. Sullivan, Sean R. Behavior of Transverse Joints in Precast Deck Panel Systems.

Degree: MS, Civil Engineering (Engineering), 2003, Ohio University

  This study looks at the behavior of transverse joints in precast deck panel systems that are used in the construction of bridge decks. An… (more)

Subjects/Keywords: Engineering, Civil; concrete; precast panels; transverse joints; bridge decks

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APA (6th Edition):

Sullivan, S. R. (2003). Behavior of Transverse Joints in Precast Deck Panel Systems. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1057003394

Chicago Manual of Style (16th Edition):

Sullivan, Sean R. “Behavior of Transverse Joints in Precast Deck Panel Systems.” 2003. Masters Thesis, Ohio University. Accessed December 13, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1057003394.

MLA Handbook (7th Edition):

Sullivan, Sean R. “Behavior of Transverse Joints in Precast Deck Panel Systems.” 2003. Web. 13 Dec 2018.

Vancouver:

Sullivan SR. Behavior of Transverse Joints in Precast Deck Panel Systems. [Internet] [Masters thesis]. Ohio University; 2003. [cited 2018 Dec 13]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1057003394.

Council of Science Editors:

Sullivan SR. Behavior of Transverse Joints in Precast Deck Panel Systems. [Masters Thesis]. Ohio University; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1057003394


Virginia Tech

24. Pyc, Wioleta Agata. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks.

Degree: Civil Engineering, 1998, Virginia Tech

 FIELD PERFORMANCE OF EPOXY-COATED REINFORCING STEEL IN VIRGINIA BRIDGE DECKS Wioleta A. Pyc (Abstract) The corrosion protection performance of epoxy-coated reinforcing steel (ECR) was evaluated… (more)

Subjects/Keywords: adhesion; concrete; bridge decks; epoxy-coated reinforcement (ECR)

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APA (6th Edition):

Pyc, W. A. (1998). Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29399

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):

Pyc, Wioleta Agata. “Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks.” 1998. Thesis, Virginia Tech. Accessed December 13, 2018. http://hdl.handle.net/10919/29399.

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

MLA Handbook (7th Edition):

Pyc, Wioleta Agata. “Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks.” 1998. Web. 13 Dec 2018.

Vancouver:

Pyc WA. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. [Internet] [Thesis]. Virginia Tech; 1998. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10919/29399.

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

Council of Science Editors:

Pyc WA. Field Performance of Epoxy-Coated Reinforcing Steel in Virginia Bridge Decks. [Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/29399

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


Virginia Tech

25. Coleman, Jason Thomas. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.

Degree: Civil Engineering, 2002, Virginia Tech

 This thesis presents research completed on the experimental performance of two 6 3/4 in thick bridge deck panels fabricated by the Stongwell Corporation of Bristol,… (more)

Subjects/Keywords: bridge decks; pultrusion; fiber-reinforced polymer (FRP); fiberglass

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APA (6th Edition):

Coleman, J. T. (2002). Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31720

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):

Coleman, Jason Thomas. “Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2002. Thesis, Virginia Tech. Accessed December 13, 2018. http://hdl.handle.net/10919/31720.

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

MLA Handbook (7th Edition):

Coleman, Jason Thomas. “Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2002. Web. 13 Dec 2018.

Vancouver:

Coleman JT. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Internet] [Thesis]. Virginia Tech; 2002. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10919/31720.

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

Council of Science Editors:

Coleman JT. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/31720

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


Virginia Tech

26. Temeles, Anthony B. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.

Degree: Civil Engineering, 2001, Virginia Tech

 Two 7" deep FRP deck panels were manufactured and tested in a controlled service environment. The deck panels were 15' by 5' in plan, and… (more)

Subjects/Keywords: pultrusion; bridge decks; fiber-reinforced polymer (FRP); fiberglass

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APA (6th Edition):

Temeles, A. B. (2001). Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32940

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):

Temeles, Anthony B. “Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2001. Thesis, Virginia Tech. Accessed December 13, 2018. http://hdl.handle.net/10919/32940.

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

MLA Handbook (7th Edition):

Temeles, Anthony B. “Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2001. Web. 13 Dec 2018.

Vancouver:

Temeles AB. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Internet] [Thesis]. Virginia Tech; 2001. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10919/32940.

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

Council of Science Editors:

Temeles AB. Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/32940

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


Virginia Tech

27. Kirkpatrick, Trevor Joe. Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks.

Degree: Civil Engineering, 2001, Virginia Tech

 A model to determine the time to first repair and subsequent rehabilitation of concrete bridge decks exposed to chloride deicer salts that recognizes and incorporates… (more)

Subjects/Keywords: chloride; corrosion; concrete; service life; bridge decks; monte carlo

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APA (6th Edition):

Kirkpatrick, T. J. (2001). Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34056

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):

Kirkpatrick, Trevor Joe. “Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks.” 2001. Thesis, Virginia Tech. Accessed December 13, 2018. http://hdl.handle.net/10919/34056.

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

MLA Handbook (7th Edition):

Kirkpatrick, Trevor Joe. “Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks.” 2001. Web. 13 Dec 2018.

Vancouver:

Kirkpatrick TJ. Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks. [Internet] [Thesis]. Virginia Tech; 2001. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/10919/34056.

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

Council of Science Editors:

Kirkpatrick TJ. Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks. [Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/34056

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


Louisiana State University

28. Mothe, Ram Naren. Partial continuity in prestressed concrete girder bridges with jointless decks.

Degree: MS, Civil and Environmental Engineering, 2006, Louisiana State University

 Jointless multi-simple span deck-girder (composite concrete deck with steel or prestressed concrete girders) bridge construction has been accepted as an alternative to jointed construction. Bridge(more)

Subjects/Keywords: partial continuity; jointless decks; ansys bridge modeling; link slab

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

APA (6th Edition):

Mothe, R. N. (2006). Partial continuity in prestressed concrete girder bridges with jointless decks. (Masters Thesis). Louisiana State University. Retrieved from etd-11152006-121554 ; https://digitalcommons.lsu.edu/gradschool_theses/818

Chicago Manual of Style (16th Edition):

Mothe, Ram Naren. “Partial continuity in prestressed concrete girder bridges with jointless decks.” 2006. Masters Thesis, Louisiana State University. Accessed December 13, 2018. etd-11152006-121554 ; https://digitalcommons.lsu.edu/gradschool_theses/818.

MLA Handbook (7th Edition):

Mothe, Ram Naren. “Partial continuity in prestressed concrete girder bridges with jointless decks.” 2006. Web. 13 Dec 2018.

Vancouver:

Mothe RN. Partial continuity in prestressed concrete girder bridges with jointless decks. [Internet] [Masters thesis]. Louisiana State University; 2006. [cited 2018 Dec 13]. Available from: etd-11152006-121554 ; https://digitalcommons.lsu.edu/gradschool_theses/818.

Council of Science Editors:

Mothe RN. Partial continuity in prestressed concrete girder bridges with jointless decks. [Masters Thesis]. Louisiana State University; 2006. Available from: etd-11152006-121554 ; https://digitalcommons.lsu.edu/gradschool_theses/818


Missouri University of Science and Technology

29. Tuwair, Hesham R. Development, testing, and analytical modeling of fiber-reinforced polymer bridge deck panels.

Degree: PhD, Civil Engineering, Missouri University of Science and Technology

  A fiber-reinforced, polyurethane foam core was developed, tested, and evaluated as a possible replacement for the costly honeycomb core that is currently used to… (more)

Subjects/Keywords: Bridge decks; Finite element analysis; Sandwich panels; Civil Engineering

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

APA (6th Edition):

Tuwair, H. R. (n.d.). Development, testing, and analytical modeling of fiber-reinforced polymer bridge deck panels. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/doctoral_dissertations/2421

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Tuwair, Hesham R. “Development, testing, and analytical modeling of fiber-reinforced polymer bridge deck panels.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed December 13, 2018. http://scholarsmine.mst.edu/doctoral_dissertations/2421.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Tuwair, Hesham R. “Development, testing, and analytical modeling of fiber-reinforced polymer bridge deck panels.” Web. 13 Dec 2018.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Tuwair HR. Development, testing, and analytical modeling of fiber-reinforced polymer bridge deck panels. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2018 Dec 13]. Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2421.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Tuwair HR. Development, testing, and analytical modeling of fiber-reinforced polymer bridge deck panels. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2421

Note: this citation may be lacking information needed for this citation format:
No year of publication.


Brno University of Technology

30. Honeš, Filip. Ocelová lávka pro pěší .

Degree: 2014, Brno University of Technology

 Diplomová práce se zabývá návrhem a posouzením nové nosné ocelové konstrukce lávky pro pěší, která přemosťuje řeku Bečvu v Přerově. Byly vypracovány tři varianty řešení… (more)

Subjects/Keywords: Lávka pro pěší; ocelová konstrukce; oblouk; mezilehlá mostovka; hrncová ložiska; Pedestrian bridge; steel construction; arch; semi through type decks; pot bearing

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

APA (6th Edition):

Honeš, F. (2014). Ocelová lávka pro pěší . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30365

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):

Honeš, Filip. “Ocelová lávka pro pěší .” 2014. Thesis, Brno University of Technology. Accessed December 13, 2018. http://hdl.handle.net/11012/30365.

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

MLA Handbook (7th Edition):

Honeš, Filip. “Ocelová lávka pro pěší .” 2014. Web. 13 Dec 2018.

Vancouver:

Honeš F. Ocelová lávka pro pěší . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2018 Dec 13]. Available from: http://hdl.handle.net/11012/30365.

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

Council of Science Editors:

Honeš F. Ocelová lávka pro pěší . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30365

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

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