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You searched for subject:(Bridges Maintenance AND repair). Showing records 1 – 30 of 491 total matches.

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RMIT University

1. Zhu, W. Investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation.

Degree: 2008, RMIT University

 Reliability based life cycle cost analysis is becoming an important consideration for decision-making in relation to bridge design, maintenance and rehabilitation. An optimal solution should… (more)

Subjects/Keywords: Fields of Research; Bridges  – Maintenance and repair

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APA (6th Edition):

Zhu, W. (2008). Investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:6874

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):

Zhu, W. “Investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation.” 2008. Thesis, RMIT University. Accessed August 22, 2019. http://researchbank.rmit.edu.au/view/rmit:6874.

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

MLA Handbook (7th Edition):

Zhu, W. “Investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation.” 2008. Web. 22 Aug 2019.

Vancouver:

Zhu W. Investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation. [Internet] [Thesis]. RMIT University; 2008. [cited 2019 Aug 22]. Available from: http://researchbank.rmit.edu.au/view/rmit:6874.

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

Council of Science Editors:

Zhu W. Investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation. [Thesis]. RMIT University; 2008. Available from: http://researchbank.rmit.edu.au/view/rmit:6874

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


Oregon State University

2. Barker, Laura (Laura M.). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2014, Oregon State University

 Large numbers of reinforced concrete deck girder (RCDG) bridges were built during the highway infrastructure boom of the 1950's. The advent of standardized deformed steel… (more)

Subjects/Keywords: reinforced concrete; Concrete bridges  – Maintenance and repair

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APA (6th Edition):

Barker, L. (. M. ). (2014). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/52446

Chicago Manual of Style (16th Edition):

Barker, Laura (Laura M ). “Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders.” 2014. Masters Thesis, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/52446.

MLA Handbook (7th Edition):

Barker, Laura (Laura M ). “Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders.” 2014. Web. 22 Aug 2019.

Vancouver:

Barker L(M). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/52446.

Council of Science Editors:

Barker L(M). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/52446


Oregon State University

3. Knudtsen, Jonathan. Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars.

Degree: MS, Civil Engineering, 2016, Oregon State University

 Aging and deficient infrastructure has become a major problem throughout the world. This is particularly evident in the case of reinforced concrete (RC) bridges. The… (more)

Subjects/Keywords: titanium; Concrete bridges  – Maintenance and repair

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APA (6th Edition):

Knudtsen, J. (2016). Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59678

Chicago Manual of Style (16th Edition):

Knudtsen, Jonathan. “Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars.” 2016. Masters Thesis, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/59678.

MLA Handbook (7th Edition):

Knudtsen, Jonathan. “Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars.” 2016. Web. 22 Aug 2019.

Vancouver:

Knudtsen J. Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/59678.

Council of Science Editors:

Knudtsen J. Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59678


Rutgers University

4. Liu, Fei, 1983-. Development of robotic systems for bridge deck inspection and rehabilitation.

Degree: PhD, Mechanical and Aerospace Engineering, 2019, Rutgers University

 The condition of civil infrastructure such as bridges is of utmost importance for the safety of traveling public and sustainability of the economic activity. The… (more)

Subjects/Keywords: Bridges  – Floors  – Maintenance and repair; Robotics

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APA (6th Edition):

Liu, Fei, 1. (2019). Development of robotic systems for bridge deck inspection and rehabilitation. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/60854/

Chicago Manual of Style (16th Edition):

Liu, Fei, 1983-. “Development of robotic systems for bridge deck inspection and rehabilitation.” 2019. Doctoral Dissertation, Rutgers University. Accessed August 22, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/60854/.

MLA Handbook (7th Edition):

Liu, Fei, 1983-. “Development of robotic systems for bridge deck inspection and rehabilitation.” 2019. Web. 22 Aug 2019.

Vancouver:

Liu, Fei 1. Development of robotic systems for bridge deck inspection and rehabilitation. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2019 Aug 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60854/.

Council of Science Editors:

Liu, Fei 1. Development of robotic systems for bridge deck inspection and rehabilitation. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60854/


Rutgers University

5. Hameed, Salah A., 1982-. Evaluation and rehabilitation of damaged beams in bridges.

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

 Aging infrastructures provide challenges in the areas of estimating the capacity of partially deteriorated structural members and their Rehabilitation to restore their load carrying capacity.… (more)

Subjects/Keywords: Fiber-reinforced plastics; Bridges – Maintenance and repair

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APA (6th Edition):

Hameed, Salah A., 1. (2016). Evaluation and rehabilitation of damaged beams in bridges. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/51302/

Chicago Manual of Style (16th Edition):

Hameed, Salah A., 1982-. “Evaluation and rehabilitation of damaged beams in bridges.” 2016. Masters Thesis, Rutgers University. Accessed August 22, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/51302/.

MLA Handbook (7th Edition):

Hameed, Salah A., 1982-. “Evaluation and rehabilitation of damaged beams in bridges.” 2016. Web. 22 Aug 2019.

Vancouver:

Hameed, Salah A. 1. Evaluation and rehabilitation of damaged beams in bridges. [Internet] [Masters thesis]. Rutgers University; 2016. [cited 2019 Aug 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/51302/.

Council of Science Editors:

Hameed, Salah A. 1. Evaluation and rehabilitation of damaged beams in bridges. [Masters Thesis]. Rutgers University; 2016. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/51302/


Ryerson University

6. Shafieyan, Canon. Structural Health Monitoring of the Rebecca Street (William Anderson) Bridge.

Degree: 2015, Ryerson University

 This research investigation is to employ a Structural Health Monitoring (SHM) strategy for the Rebecca Street Bridge to provide accurate information regarding the structural behavior… (more)

Subjects/Keywords: Bridges  – Design and construction; Bridges  – Maintenance and repair; Structural engineering

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APA (6th Edition):

Shafieyan, C. (2015). Structural Health Monitoring of the Rebecca Street (William Anderson) Bridge. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3714

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):

Shafieyan, Canon. “Structural Health Monitoring of the Rebecca Street (William Anderson) Bridge.” 2015. Thesis, Ryerson University. Accessed August 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A3714.

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

MLA Handbook (7th Edition):

Shafieyan, Canon. “Structural Health Monitoring of the Rebecca Street (William Anderson) Bridge.” 2015. Web. 22 Aug 2019.

Vancouver:

Shafieyan C. Structural Health Monitoring of the Rebecca Street (William Anderson) Bridge. [Internet] [Thesis]. Ryerson University; 2015. [cited 2019 Aug 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3714.

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

Council of Science Editors:

Shafieyan C. Structural Health Monitoring of the Rebecca Street (William Anderson) Bridge. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3714

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


Columbia University

7. Feng, Dongming. Advanced Vision-Based Displacement Sensors for Structural Health Monitoring.

Degree: 2016, Columbia University

 Most existing structural health monitoring (SHM) techniques are based on measured acceleration data. Such practice, however, is highly expensive to operate, mainly due to cumbersome,… (more)

Subjects/Keywords: Buildings – Protection; Bridges – Inspection; Bridges – Maintenance and repair; Buildings – Maintenance and repair; Building inspection; Structural health monitoring; Civil engineering

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APA (6th Edition):

Feng, D. (2016). Advanced Vision-Based Displacement Sensors for Structural Health Monitoring. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8C8294G

Chicago Manual of Style (16th Edition):

Feng, Dongming. “Advanced Vision-Based Displacement Sensors for Structural Health Monitoring.” 2016. Doctoral Dissertation, Columbia University. Accessed August 22, 2019. https://doi.org/10.7916/D8C8294G.

MLA Handbook (7th Edition):

Feng, Dongming. “Advanced Vision-Based Displacement Sensors for Structural Health Monitoring.” 2016. Web. 22 Aug 2019.

Vancouver:

Feng D. Advanced Vision-Based Displacement Sensors for Structural Health Monitoring. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2019 Aug 22]. Available from: https://doi.org/10.7916/D8C8294G.

Council of Science Editors:

Feng D. Advanced Vision-Based Displacement Sensors for Structural Health Monitoring. [Doctoral Dissertation]. Columbia University; 2016. Available from: https://doi.org/10.7916/D8C8294G


Rutgers University

8. Kaur, Parneet, 1985-. Automated bridge deck evaluation using ground penetrating radar scans.

Degree: MS, Electrical and Computer Engineering, 2013, Rutgers University

 Reinforcement concrete (RC) bridge decks are surveyed regularly to ensure that they are safe to use and to determine if they require rehabilitation or replacement.… (more)

Subjects/Keywords: Concrete bridges – Maintenance and repair; Concrete bridges – Inspection; Ground penetrating radar; Reinforced concrete

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APA (6th Edition):

Kaur, Parneet, 1. (2013). Automated bridge deck evaluation using ground penetrating radar scans. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/41804/

Chicago Manual of Style (16th Edition):

Kaur, Parneet, 1985-. “Automated bridge deck evaluation using ground penetrating radar scans.” 2013. Masters Thesis, Rutgers University. Accessed August 22, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/41804/.

MLA Handbook (7th Edition):

Kaur, Parneet, 1985-. “Automated bridge deck evaluation using ground penetrating radar scans.” 2013. Web. 22 Aug 2019.

Vancouver:

Kaur, Parneet 1. Automated bridge deck evaluation using ground penetrating radar scans. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2019 Aug 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41804/.

Council of Science Editors:

Kaur, Parneet 1. Automated bridge deck evaluation using ground penetrating radar scans. [Masters Thesis]. Rutgers University; 2013. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41804/


Oregon State University

9. Williams, Grahme T. Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP.

Degree: MS, Civil Engineering, 2005, Oregon State University

 Fiber reinforced polymers (FRP) are becoming more widely used for repair and strengthening of conventionally reinforced concrete (CRC) bridge members. Once installed, the repair may… (more)

Subjects/Keywords: Bridges; Concrete  – Maintenance and repair

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APA (6th Edition):

Williams, G. T. (2005). Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22584

Chicago Manual of Style (16th Edition):

Williams, Grahme T. “Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP.” 2005. Masters Thesis, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/22584.

MLA Handbook (7th Edition):

Williams, Grahme T. “Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP.” 2005. Web. 22 Aug 2019.

Vancouver:

Williams GT. Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP. [Internet] [Masters thesis]. Oregon State University; 2005. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/22584.

Council of Science Editors:

Williams GT. Investigation of the fatigue behavior of diagonally-cracked CRC deck-girders repaired with CFRP. [Masters Thesis]. Oregon State University; 2005. Available from: http://hdl.handle.net/1957/22584


University of Florida

10. Arroyo, Amelyse Arielle. A Teacher's Guide for Basic Violin Set-up and Problem Solving.

Degree: 2011, University of Florida

 After ten years of violin lessons, I became interested in violin repair and found an apprenticeship under a violinmaker. For the following eight years I… (more)

Subjects/Keywords: Boxes; Buzzes; Fingers; Hair; Leathers; Lift bridges; Repair shops; Seams; Violins; Wooden bridges; Violin; Violin – Maintenance and repair

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APA (6th Edition):

Arroyo, A. A. (2011). A Teacher's Guide for Basic Violin Set-up and Problem Solving. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00057783

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):

Arroyo, Amelyse Arielle. “A Teacher's Guide for Basic Violin Set-up and Problem Solving.” 2011. Thesis, University of Florida. Accessed August 22, 2019. http://ufdc.ufl.edu/AA00057783.

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

MLA Handbook (7th Edition):

Arroyo, Amelyse Arielle. “A Teacher's Guide for Basic Violin Set-up and Problem Solving.” 2011. Web. 22 Aug 2019.

Vancouver:

Arroyo AA. A Teacher's Guide for Basic Violin Set-up and Problem Solving. [Internet] [Thesis]. University of Florida; 2011. [cited 2019 Aug 22]. Available from: http://ufdc.ufl.edu/AA00057783.

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

Council of Science Editors:

Arroyo AA. A Teacher's Guide for Basic Violin Set-up and Problem Solving. [Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/AA00057783

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


Ryerson University

11. Ifelola, Akinola. Adapting River Bridge Infrastructures To Climate Change.

Degree: 2017, Ryerson University

 Climate change forecasts project up to 20% increase in precipitation for southern Ontario based on several climate change scenarios and models and an unpredictable change… (more)

Subjects/Keywords: cour (Hydraulic engineering); Climatic changes  – Research  – Canada; Hydrologic cycle; Bridges  – Safety measures; Bridges  – Canada  – Maintenance and repair; Bridges  – Ontario  – Ottawa

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APA (6th Edition):

Ifelola, A. (2017). Adapting River Bridge Infrastructures To Climate Change. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7080

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):

Ifelola, Akinola. “Adapting River Bridge Infrastructures To Climate Change.” 2017. Thesis, Ryerson University. Accessed August 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A7080.

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

MLA Handbook (7th Edition):

Ifelola, Akinola. “Adapting River Bridge Infrastructures To Climate Change.” 2017. Web. 22 Aug 2019.

Vancouver:

Ifelola A. Adapting River Bridge Infrastructures To Climate Change. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Aug 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7080.

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

Council of Science Editors:

Ifelola A. Adapting River Bridge Infrastructures To Climate Change. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7080

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


Portland State University

12. Mehary, Selamawit Tesfayesus. Assessment of Seismic Retrofit Prioritization Methodology for Oregon's Highway Bridges Based on the Vulnerability of Highway Segments.

Degree: PhD, Civil and Environmental Engineering, 2018, Portland State University

  Geologists have indicated that the question is not if a catastrophic earthquake will occur in Oregon but when one will occur. Scientists estimate that… (more)

Subjects/Keywords: Bridges  – Retrofitting  – Oregon; Earthquake hazard analysis; Bridges  – Oregon  – Maintenance and repair  – Management; Concrete bridges  – Earthquake effects  – Oregon; Civil and Environmental Engineering

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APA (6th Edition):

Mehary, S. T. (2018). Assessment of Seismic Retrofit Prioritization Methodology for Oregon's Highway Bridges Based on the Vulnerability of Highway Segments. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4509

Chicago Manual of Style (16th Edition):

Mehary, Selamawit Tesfayesus. “Assessment of Seismic Retrofit Prioritization Methodology for Oregon's Highway Bridges Based on the Vulnerability of Highway Segments.” 2018. Doctoral Dissertation, Portland State University. Accessed August 22, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4509.

MLA Handbook (7th Edition):

Mehary, Selamawit Tesfayesus. “Assessment of Seismic Retrofit Prioritization Methodology for Oregon's Highway Bridges Based on the Vulnerability of Highway Segments.” 2018. Web. 22 Aug 2019.

Vancouver:

Mehary ST. Assessment of Seismic Retrofit Prioritization Methodology for Oregon's Highway Bridges Based on the Vulnerability of Highway Segments. [Internet] [Doctoral dissertation]. Portland State University; 2018. [cited 2019 Aug 22]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4509.

Council of Science Editors:

Mehary ST. Assessment of Seismic Retrofit Prioritization Methodology for Oregon's Highway Bridges Based on the Vulnerability of Highway Segments. [Doctoral Dissertation]. Portland State University; 2018. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4509


Florida Atlantic University

13. Calle, Oscar F. Rain-wind-induced cable vibrations in cable-stayed bridges.

Degree: MS, 2014, Florida Atlantic University

Summary: This research is aimed at investigating and analyzing the rain-windinduced cable vibration phenomena experienced in cables of cable-stayed bridges and also the countermeasures employed… (more)

Subjects/Keywords: Bridges  – Aerodynamics; Bridges  – Vibration  – Prevention; Cable stayed bridges  – Maintenance and repair; Damping (Mechanics); Structural dynamics; Vibration  – Mathematical models; Wind resistant design

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APA (6th Edition):

Calle, O. F. (2014). Rain-wind-induced cable vibrations in cable-stayed bridges. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004271 ; (URL) http://purl.flvc.org/fau/fd/FA00004271

Chicago Manual of Style (16th Edition):

Calle, Oscar F. “Rain-wind-induced cable vibrations in cable-stayed bridges.” 2014. Masters Thesis, Florida Atlantic University. Accessed August 22, 2019. http://purl.flvc.org/fau/fd/FA00004271 ; (URL) http://purl.flvc.org/fau/fd/FA00004271.

MLA Handbook (7th Edition):

Calle, Oscar F. “Rain-wind-induced cable vibrations in cable-stayed bridges.” 2014. Web. 22 Aug 2019.

Vancouver:

Calle OF. Rain-wind-induced cable vibrations in cable-stayed bridges. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2019 Aug 22]. Available from: http://purl.flvc.org/fau/fd/FA00004271 ; (URL) http://purl.flvc.org/fau/fd/FA00004271.

Council of Science Editors:

Calle OF. Rain-wind-induced cable vibrations in cable-stayed bridges. [Masters Thesis]. Florida Atlantic University; 2014. Available from: http://purl.flvc.org/fau/fd/FA00004271 ; (URL) http://purl.flvc.org/fau/fd/FA00004271


University of Arizona

14. An, Wei, 1963-. Strengthening of concrete beams with composite plastic plates .

Degree: 1990, University of Arizona

 This study investigates the feasibility of strengthening reinforced concrete beams with epoxy-bonded Glass-Fiber-Reinforced-Plastic (GFRP) plates. The composite plate is epoxy-bonded to the tension flange of… (more)

Subjects/Keywords: Concrete beams  – Maintenance and repair.; Bridges  – Maintenance and repair.

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APA (6th Edition):

An, Wei, 1. (1990). Strengthening of concrete beams with composite plastic plates . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/277246

Chicago Manual of Style (16th Edition):

An, Wei, 1963-. “Strengthening of concrete beams with composite plastic plates .” 1990. Masters Thesis, University of Arizona. Accessed August 22, 2019. http://hdl.handle.net/10150/277246.

MLA Handbook (7th Edition):

An, Wei, 1963-. “Strengthening of concrete beams with composite plastic plates .” 1990. Web. 22 Aug 2019.

Vancouver:

An, Wei 1. Strengthening of concrete beams with composite plastic plates . [Internet] [Masters thesis]. University of Arizona; 1990. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/10150/277246.

Council of Science Editors:

An, Wei 1. Strengthening of concrete beams with composite plastic plates . [Masters Thesis]. University of Arizona; 1990. Available from: http://hdl.handle.net/10150/277246


Ryerson University

15. Khederzadeh, Hamidreza. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.

Degree: 2010, Ryerson University

 Post-tensioned concrete bridge decks have been in service in Ontario for more than 30 years. Many of such bridge deck have been operating without any… (more)

Subjects/Keywords: Bridges  – Floors  – Corrosion  – Testing; Bridges  – Floors  – Testing; Bridges  – Floors  – Maintenance and repair; Bridges  – Floors; Concrete bridges  – Design and construction  – Testing; Post-tensioned prestressed concrete

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APA (6th Edition):

Khederzadeh, H. (2010). Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2468

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):

Khederzadeh, Hamidreza. “Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.” 2010. Thesis, Ryerson University. Accessed August 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2468.

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

MLA Handbook (7th Edition):

Khederzadeh, Hamidreza. “Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.” 2010. Web. 22 Aug 2019.

Vancouver:

Khederzadeh H. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. [Internet] [Thesis]. Ryerson University; 2010. [cited 2019 Aug 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2468.

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

Council of Science Editors:

Khederzadeh H. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2468

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


Ryerson University

16. Ramcharitar, Melvin. Current bridge deck rehabilitation practices : use and effectiveness.

Degree: 2004, Ryerson University

 Approximately thirty to forty percent of all bridges across North America have some form of deterioration on them. Many organizations/agencies across North America are investing… (more)

Subjects/Keywords: Bridges; Floors; Maintenance and repair; Testing

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APA (6th Edition):

Ramcharitar, M. (2004). Current bridge deck rehabilitation practices : use and effectiveness. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A765

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):

Ramcharitar, Melvin. “Current bridge deck rehabilitation practices : use and effectiveness.” 2004. Thesis, Ryerson University. Accessed August 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A765.

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

MLA Handbook (7th Edition):

Ramcharitar, Melvin. “Current bridge deck rehabilitation practices : use and effectiveness.” 2004. Web. 22 Aug 2019.

Vancouver:

Ramcharitar M. Current bridge deck rehabilitation practices : use and effectiveness. [Internet] [Thesis]. Ryerson University; 2004. [cited 2019 Aug 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A765.

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

Council of Science Editors:

Ramcharitar M. Current bridge deck rehabilitation practices : use and effectiveness. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A765

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


Oregon State University

17. Daniels, Theresa Kathryn. Reliability based bridge assessment using modified compression field theory and Oregon specific truck loading.

Degree: MS, Civil Engineering, 2004, Oregon State University

 Assessment of an existing bridge is needed when the structure exhibits signs of distress. Assessment practices require refinement in the calculation of loading and resistance… (more)

Subjects/Keywords: Bridges; Concrete  – Oregon  – Maintenance and repair

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APA (6th Edition):

Daniels, T. K. (2004). Reliability based bridge assessment using modified compression field theory and Oregon specific truck loading. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22773

Chicago Manual of Style (16th Edition):

Daniels, Theresa Kathryn. “Reliability based bridge assessment using modified compression field theory and Oregon specific truck loading.” 2004. Masters Thesis, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/22773.

MLA Handbook (7th Edition):

Daniels, Theresa Kathryn. “Reliability based bridge assessment using modified compression field theory and Oregon specific truck loading.” 2004. Web. 22 Aug 2019.

Vancouver:

Daniels TK. Reliability based bridge assessment using modified compression field theory and Oregon specific truck loading. [Internet] [Masters thesis]. Oregon State University; 2004. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/22773.

Council of Science Editors:

Daniels TK. Reliability based bridge assessment using modified compression field theory and Oregon specific truck loading. [Masters Thesis]. Oregon State University; 2004. Available from: http://hdl.handle.net/1957/22773


Rutgers University

18. Ezzy, Moiz Abbasbhai, 1988-. Design and testing of equipment for non-destructive rehabilitation of bridge deck delaminations.

Degree: MS, Mechanical and Aerospace Engineering, 2015, Rutgers University

 Robots can perform accurate, fast, cheap and reliable repair and maintenance for the country’s aging and deteriorating bridge decks. This thesis aims at developing a… (more)

Subjects/Keywords: Drilling and boring machinery – Automation; Bridges – Maintenance and repair; Composite materials – Delamination

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APA (6th Edition):

Ezzy, Moiz Abbasbhai, 1. (2015). Design and testing of equipment for non-destructive rehabilitation of bridge deck delaminations. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/47362/

Chicago Manual of Style (16th Edition):

Ezzy, Moiz Abbasbhai, 1988-. “Design and testing of equipment for non-destructive rehabilitation of bridge deck delaminations.” 2015. Masters Thesis, Rutgers University. Accessed August 22, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/47362/.

MLA Handbook (7th Edition):

Ezzy, Moiz Abbasbhai, 1988-. “Design and testing of equipment for non-destructive rehabilitation of bridge deck delaminations.” 2015. Web. 22 Aug 2019.

Vancouver:

Ezzy, Moiz Abbasbhai 1. Design and testing of equipment for non-destructive rehabilitation of bridge deck delaminations. [Internet] [Masters thesis]. Rutgers University; 2015. [cited 2019 Aug 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/47362/.

Council of Science Editors:

Ezzy, Moiz Abbasbhai 1. Design and testing of equipment for non-destructive rehabilitation of bridge deck delaminations. [Masters Thesis]. Rutgers University; 2015. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/47362/


Kansas State University

19. Obinomen, Peter Michael. Repair, replacement or strengthening of short span steel bridges on secondary highways.

Degree: 1982, Kansas State University

Subjects/Keywords: Bridges – Maintenance and repair; Iron and steel bridges

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APA (6th Edition):

Obinomen, P. M. (1982). Repair, replacement or strengthening of short span steel bridges on secondary highways. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9601

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):

Obinomen, Peter Michael. “Repair, replacement or strengthening of short span steel bridges on secondary highways.” 1982. Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/9601.

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

MLA Handbook (7th Edition):

Obinomen, Peter Michael. “Repair, replacement or strengthening of short span steel bridges on secondary highways.” 1982. Web. 22 Aug 2019.

Vancouver:

Obinomen PM. Repair, replacement or strengthening of short span steel bridges on secondary highways. [Internet] [Thesis]. Kansas State University; 1982. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/9601.

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

Council of Science Editors:

Obinomen PM. Repair, replacement or strengthening of short span steel bridges on secondary highways. [Thesis]. Kansas State University; 1982. Available from: http://hdl.handle.net/2097/9601

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


Northeastern University

20. 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 August 22, 2019. 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. 22 Aug 2019.

Vancouver:

Wright CF. Evaluating steel-reinforced concrete bridge decks using ground-penetrating radar: models for deterioration. [Internet] [Masters thesis]. Northeastern University; 2011. [cited 2019 Aug 22]. 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


University of Arizona

21. Pacheco Gómez, Rodolfo, 1956-. CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING .

Degree: 1987, University of Arizona

 This thesis is a contribution to the existing knowledge of the nature of the scour hole around bridge piers. The analysis is based on the… (more)

Subjects/Keywords: Scour at bridges.; Bridges  – Foundations and piers.; Bridges  – Maintenance and repair.

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APA (6th Edition):

Pacheco Gómez, Rodolfo, 1. (1987). CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/276478

Chicago Manual of Style (16th Edition):

Pacheco Gómez, Rodolfo, 1956-. “CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING .” 1987. Masters Thesis, University of Arizona. Accessed August 22, 2019. http://hdl.handle.net/10150/276478.

MLA Handbook (7th Edition):

Pacheco Gómez, Rodolfo, 1956-. “CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING .” 1987. Web. 22 Aug 2019.

Vancouver:

Pacheco Gómez, Rodolfo 1. CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING . [Internet] [Masters thesis]. University of Arizona; 1987. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/10150/276478.

Council of Science Editors:

Pacheco Gómez, Rodolfo 1. CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING . [Masters Thesis]. University of Arizona; 1987. Available from: http://hdl.handle.net/10150/276478

22. Johnson, Brandon Ang. Design and fatigue behavior of near-surface mounted CFRP bars for shear strengthening of RC bridge girders.

Degree: MS, Civil Engineering, 2011, Oregon State University

 Carbon fiber reinforced polymer (CFRP) materials are emerging as an effective means of strengthening and rehabilitating bridges. Near surface mounting (NSM) is a newer technique… (more)

Subjects/Keywords: CFRP; Concrete bridges  – Maintenance and repair

…constructed during the infrastructure boom of the 1950s. Bridges built during this period were… …vehicle loads and their frequencies have increased. Additionally, these bridges are reaching the… …end of their intended design life. As a result, many bridges are becoming deficient… …has emerged as a more economical alternative to extend the useful life of bridges. Carbon… …BACKGROUND Recent structural rehabilitation techniques for reinforced concrete bridges involve… 

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APA (6th Edition):

Johnson, B. A. (2011). Design and fatigue behavior of near-surface mounted CFRP bars for shear strengthening of RC bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/21964

Chicago Manual of Style (16th Edition):

Johnson, Brandon Ang. “Design and fatigue behavior of near-surface mounted CFRP bars for shear strengthening of RC bridge girders.” 2011. Masters Thesis, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/21964.

MLA Handbook (7th Edition):

Johnson, Brandon Ang. “Design and fatigue behavior of near-surface mounted CFRP bars for shear strengthening of RC bridge girders.” 2011. Web. 22 Aug 2019.

Vancouver:

Johnson BA. Design and fatigue behavior of near-surface mounted CFRP bars for shear strengthening of RC bridge girders. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/21964.

Council of Science Editors:

Johnson BA. Design and fatigue behavior of near-surface mounted CFRP bars for shear strengthening of RC bridge girders. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/21964

23. Howell, Daniel A. Shear repair methods for conventionally reinforced concrete girders and deep beams.

Degree: PhD, Civil Engineering, 2009, Oregon State University

 Many conventionally reinforced concrete deck girder bridges (RCDG) and their intermediate supporting bent caps were designed during the Eisenhower interstate era of the 1950’s with… (more)

Subjects/Keywords: shear; Bridges, Concrete  – Maintenance and repair

…can apply effective repair methods in conjunction with replacement for bridges with… …replacements are not feasible due to economic constraints. However, repair of RCDG bridges may… …Earlier Work . 42 2.2.1 Epoxy Injection Repair 42 2.2.2… …External Steel Stirrup Repair.. …. 43 2.2.3 Internal Supplemental Steel Stirrup Repair… …51 2.2.4 Surface Mounted Carbon Fiber Reinforced Plastic (CFRP) Repair… 

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APA (6th Edition):

Howell, D. A. (2009). Shear repair methods for conventionally reinforced concrete girders and deep beams. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/11615

Chicago Manual of Style (16th Edition):

Howell, Daniel A. “Shear repair methods for conventionally reinforced concrete girders and deep beams.” 2009. Doctoral Dissertation, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/11615.

MLA Handbook (7th Edition):

Howell, Daniel A. “Shear repair methods for conventionally reinforced concrete girders and deep beams.” 2009. Web. 22 Aug 2019.

Vancouver:

Howell DA. Shear repair methods for conventionally reinforced concrete girders and deep beams. [Internet] [Doctoral dissertation]. Oregon State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/11615.

Council of Science Editors:

Howell DA. Shear repair methods for conventionally reinforced concrete girders and deep beams. [Doctoral Dissertation]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/11615


University of Hong Kong

24. Yang, Yingnan. Life-cycle maintenance management framework for concrete bridge elements in Hong Kong.

Degree: PhD, 2009, University of Hong Kong

published_or_final_version

Civil Engineering

Doctoral

Doctor of Philosophy

Advisors/Committee Members: Kumaraswamy, MM, Pam, HJ.

Subjects/Keywords: Concrete bridges - China - Hong Kong - Maintenance and repair.

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APA (6th Edition):

Yang, Y. (2009). Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. (Doctoral Dissertation). University of Hong Kong. Retrieved from Yang, Y. [杨英楠]. (2009). Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4308520 ; http://dx.doi.org/10.5353/th_b4308520 ; http://hdl.handle.net/10722/128692

Chicago Manual of Style (16th Edition):

Yang, Yingnan. “Life-cycle maintenance management framework for concrete bridge elements in Hong Kong.” 2009. Doctoral Dissertation, University of Hong Kong. Accessed August 22, 2019. Yang, Y. [杨英楠]. (2009). Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4308520 ; http://dx.doi.org/10.5353/th_b4308520 ; http://hdl.handle.net/10722/128692.

MLA Handbook (7th Edition):

Yang, Yingnan. “Life-cycle maintenance management framework for concrete bridge elements in Hong Kong.” 2009. Web. 22 Aug 2019.

Vancouver:

Yang Y. Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. [Internet] [Doctoral dissertation]. University of Hong Kong; 2009. [cited 2019 Aug 22]. Available from: Yang, Y. [杨英楠]. (2009). Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4308520 ; http://dx.doi.org/10.5353/th_b4308520 ; http://hdl.handle.net/10722/128692.

Council of Science Editors:

Yang Y. Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. [Doctoral Dissertation]. University of Hong Kong; 2009. Available from: Yang, Y. [杨英楠]. (2009). Life-cycle maintenance management framework for concrete bridge elements in Hong Kong. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4308520 ; http://dx.doi.org/10.5353/th_b4308520 ; http://hdl.handle.net/10722/128692

25. Keller, Philipp. Wind induced torsional fatigue behavior of truss bridge verticals.

Degree: MS, Civil Engineering, 2012, Oregon State University

 The Astoria-Megler Bridge is a 6.6 kilometer (4.1 mile) long bridge, connecting Oregon and Washington on US 101, with a continuous steel truss main span… (more)

Subjects/Keywords: vortex shedding; Truss bridges  – Maintenance and repair

…aeroelastic instability phenomena, torsional behavior, fatigue, and case studies of bridges with… 

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APA (6th Edition):

Keller, P. (2012). Wind induced torsional fatigue behavior of truss bridge verticals. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/30345

Chicago Manual of Style (16th Edition):

Keller, Philipp. “Wind induced torsional fatigue behavior of truss bridge verticals.” 2012. Masters Thesis, Oregon State University. Accessed August 22, 2019. http://hdl.handle.net/1957/30345.

MLA Handbook (7th Edition):

Keller, Philipp. “Wind induced torsional fatigue behavior of truss bridge verticals.” 2012. Web. 22 Aug 2019.

Vancouver:

Keller P. Wind induced torsional fatigue behavior of truss bridge verticals. [Internet] [Masters thesis]. Oregon State University; 2012. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/1957/30345.

Council of Science Editors:

Keller P. Wind induced torsional fatigue behavior of truss bridge verticals. [Masters Thesis]. Oregon State University; 2012. Available from: http://hdl.handle.net/1957/30345


Michigan State University

26. Baiyasi, Mohamad Imad. Repair of corrosion-damaged columns using FRP wraps.

Degree: PhD, Department of Civil and Environmental Engineering, 2000, Michigan State University

Subjects/Keywords: Columns – Corrosion; Bridges – Maintenance and repair; Composite materials

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APA (6th Edition):

Baiyasi, M. I. (2000). Repair of corrosion-damaged columns using FRP wraps. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:30742

Chicago Manual of Style (16th Edition):

Baiyasi, Mohamad Imad. “Repair of corrosion-damaged columns using FRP wraps.” 2000. Doctoral Dissertation, Michigan State University. Accessed August 22, 2019. http://etd.lib.msu.edu/islandora/object/etd:30742.

MLA Handbook (7th Edition):

Baiyasi, Mohamad Imad. “Repair of corrosion-damaged columns using FRP wraps.” 2000. Web. 22 Aug 2019.

Vancouver:

Baiyasi MI. Repair of corrosion-damaged columns using FRP wraps. [Internet] [Doctoral dissertation]. Michigan State University; 2000. [cited 2019 Aug 22]. Available from: http://etd.lib.msu.edu/islandora/object/etd:30742.

Council of Science Editors:

Baiyasi MI. Repair of corrosion-damaged columns using FRP wraps. [Doctoral Dissertation]. Michigan State University; 2000. Available from: http://etd.lib.msu.edu/islandora/object/etd:30742


Rutgers University

27. Pailes, Brian M., 1984-. Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing.

Degree: Civil and Environmental Engineering, 2014, Rutgers University

Subjects/Keywords: Nondestructive testing; Bridges – Floors – Maintenance and repair

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APA (6th Edition):

Pailes, Brian M., 1. (2014). Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing. (Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/44194/

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):

Pailes, Brian M., 1984-. “Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing.” 2014. Thesis, Rutgers University. Accessed August 22, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/44194/.

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

MLA Handbook (7th Edition):

Pailes, Brian M., 1984-. “Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing.” 2014. Web. 22 Aug 2019.

Vancouver:

Pailes, Brian M. 1. Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing. [Internet] [Thesis]. Rutgers University; 2014. [cited 2019 Aug 22]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44194/.

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

Council of Science Editors:

Pailes, Brian M. 1. Damage identification, progression, and condition rating of bridge decks using multi-modal non-destructive testing. [Thesis]. Rutgers University; 2014. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44194/

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


Western Kentucky University

28. Davidson, Michael. Assessment of Passive Fire Protection on Steel-Girder Bridges.

Degree: MSin Homeland Security Sciences, Department of Physics and Astronomy, 2012, Western Kentucky University

Bridges in the US are severely damaged or suffer collapse from fires at significant rates, even when compared to other hazards such as earthquakes.… (more)

Subjects/Keywords: Iron and steel bridges; Fire risk assessment; Urban transportation; Bridges - maintenance and repair; United States Dept. of Homeland Security; Civil Engineering; Physics

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APA (6th Edition):

Davidson, M. (2012). Assessment of Passive Fire Protection on Steel-Girder Bridges. (Masters Thesis). Western Kentucky University. Retrieved from https://digitalcommons.wku.edu/theses/1213

Chicago Manual of Style (16th Edition):

Davidson, Michael. “Assessment of Passive Fire Protection on Steel-Girder Bridges.” 2012. Masters Thesis, Western Kentucky University. Accessed August 22, 2019. https://digitalcommons.wku.edu/theses/1213.

MLA Handbook (7th Edition):

Davidson, Michael. “Assessment of Passive Fire Protection on Steel-Girder Bridges.” 2012. Web. 22 Aug 2019.

Vancouver:

Davidson M. Assessment of Passive Fire Protection on Steel-Girder Bridges. [Internet] [Masters thesis]. Western Kentucky University; 2012. [cited 2019 Aug 22]. Available from: https://digitalcommons.wku.edu/theses/1213.

Council of Science Editors:

Davidson M. Assessment of Passive Fire Protection on Steel-Girder Bridges. [Masters Thesis]. Western Kentucky University; 2012. Available from: https://digitalcommons.wku.edu/theses/1213


University College Cork

29. Jaksic, Vesna. Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations.

Degree: 2014, University College Cork

 Structural Health Monitoring (SHM) is an integral part of infrastructure maintenance and management systems due to socio-economic, safety and security reasons. The behaviour of a… (more)

Subjects/Keywords: Bridge-vehicle interaction; Structural health monitoring; Damage detection markers; Laser Doppler Vibrometer (LDV); Delay Vector Variance Method (DVV); Bridges – Maintenance and repair; Bridges – Testing

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APA (6th Edition):

Jaksic, V. (2014). Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations. (Thesis). University College Cork. Retrieved from http://hdl.handle.net/10468/1408

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):

Jaksic, Vesna. “Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations.” 2014. Thesis, University College Cork. Accessed August 22, 2019. http://hdl.handle.net/10468/1408.

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

MLA Handbook (7th Edition):

Jaksic, Vesna. “Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations.” 2014. Web. 22 Aug 2019.

Vancouver:

Jaksic V. Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations. [Internet] [Thesis]. University College Cork; 2014. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/10468/1408.

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

Council of Science Editors:

Jaksic V. Bridge-vehicle interaction for structural health monitoring: potentials, applications, and limitations. [Thesis]. University College Cork; 2014. Available from: http://hdl.handle.net/10468/1408

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


University of Arizona

30. Marei, Khaled Mohammed Said. The stability of riprap for bridge abutments or embankments .

Degree: 1988, University of Arizona

 The main objective of this research is to estimate the sizes of riprap (loose rock) on highway or railroad embankments approaching bridges, that would be… (more)

Subjects/Keywords: Scour (Hydraulic engineering); Embankments.; Bridges  – Foundations and piers.; Bridges  – Maintenance and repair.

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APA (6th Edition):

Marei, K. M. S. (1988). The stability of riprap for bridge abutments or embankments . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/276676

Chicago Manual of Style (16th Edition):

Marei, Khaled Mohammed Said. “The stability of riprap for bridge abutments or embankments .” 1988. Masters Thesis, University of Arizona. Accessed August 22, 2019. http://hdl.handle.net/10150/276676.

MLA Handbook (7th Edition):

Marei, Khaled Mohammed Said. “The stability of riprap for bridge abutments or embankments .” 1988. Web. 22 Aug 2019.

Vancouver:

Marei KMS. The stability of riprap for bridge abutments or embankments . [Internet] [Masters thesis]. University of Arizona; 1988. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/10150/276676.

Council of Science Editors:

Marei KMS. The stability of riprap for bridge abutments or embankments . [Masters Thesis]. University of Arizona; 1988. Available from: http://hdl.handle.net/10150/276676

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