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You searched for subject:(Accelerated Bridge Construction). Showing records 1 – 29 of 29 total matches.

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University of Waterloo

1. Chen, Yu-Ta. Innovative Shear Connections for the Accelerated Construction of Composite Bridges.

Degree: 2013, University of Waterloo

Accelerated bridge construction methods are being progressively used to construct and replace bridges in North America. Unlike traditional bridge construction methods, accelerated bridge construction methods… (more)

Subjects/Keywords: Composite Bridge; Shear Connection; Accelerated Bridge Construction

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APA (6th Edition):

Chen, Y. (2013). Innovative Shear Connections for the Accelerated Construction of Composite Bridges. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7605

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):

Chen, Yu-Ta. “Innovative Shear Connections for the Accelerated Construction of Composite Bridges.” 2013. Thesis, University of Waterloo. Accessed March 19, 2019. http://hdl.handle.net/10012/7605.

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

MLA Handbook (7th Edition):

Chen, Yu-Ta. “Innovative Shear Connections for the Accelerated Construction of Composite Bridges.” 2013. Web. 19 Mar 2019.

Vancouver:

Chen Y. Innovative Shear Connections for the Accelerated Construction of Composite Bridges. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10012/7605.

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

Council of Science Editors:

Chen Y. Innovative Shear Connections for the Accelerated Construction of Composite Bridges. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7605

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


Utah State University

2. Rosvall, Erik S. Data Analysis of Utah's I-80 Bridges - For the use in the Development of Accelerated Bridge Construction Standards.

Degree: MS, Civil and Environmental Engineering, 2010, Utah State University

 This study discusses five bridges on Utah's I-80 that were replaced in the summer of 2008 using Accelerated Bridge Construction methods. Each superstructure was built… (more)

Subjects/Keywords: Accelerated; Bridge; Construction; SPMT; Civil Engineering

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APA (6th Edition):

Rosvall, E. S. (2010). Data Analysis of Utah's I-80 Bridges - For the use in the Development of Accelerated Bridge Construction Standards. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/593

Chicago Manual of Style (16th Edition):

Rosvall, Erik S. “Data Analysis of Utah's I-80 Bridges - For the use in the Development of Accelerated Bridge Construction Standards.” 2010. Masters Thesis, Utah State University. Accessed March 19, 2019. https://digitalcommons.usu.edu/etd/593.

MLA Handbook (7th Edition):

Rosvall, Erik S. “Data Analysis of Utah's I-80 Bridges - For the use in the Development of Accelerated Bridge Construction Standards.” 2010. Web. 19 Mar 2019.

Vancouver:

Rosvall ES. Data Analysis of Utah's I-80 Bridges - For the use in the Development of Accelerated Bridge Construction Standards. [Internet] [Masters thesis]. Utah State University; 2010. [cited 2019 Mar 19]. Available from: https://digitalcommons.usu.edu/etd/593.

Council of Science Editors:

Rosvall ES. Data Analysis of Utah's I-80 Bridges - For the use in the Development of Accelerated Bridge Construction Standards. [Masters Thesis]. Utah State University; 2010. Available from: https://digitalcommons.usu.edu/etd/593


Iowa State University

3. Wineland, Vernon William. Laboratory and field testing and evaluation of precast bridge elements.

Degree: 2009, Iowa State University

 The importance of rapid construction technologies has been recognized by the Federal Highway Administration (FHWA) and the Iowa DOT Office of Bridges and Structures. Black… (more)

Subjects/Keywords: accelerated construction; bridge construction; precast concrete; Civil and Environmental Engineering

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APA (6th Edition):

Wineland, V. W. (2009). Laboratory and field testing and evaluation of precast bridge elements. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/10561

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):

Wineland, Vernon William. “Laboratory and field testing and evaluation of precast bridge elements.” 2009. Thesis, Iowa State University. Accessed March 19, 2019. https://lib.dr.iastate.edu/etd/10561.

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

MLA Handbook (7th Edition):

Wineland, Vernon William. “Laboratory and field testing and evaluation of precast bridge elements.” 2009. Web. 19 Mar 2019.

Vancouver:

Wineland VW. Laboratory and field testing and evaluation of precast bridge elements. [Internet] [Thesis]. Iowa State University; 2009. [cited 2019 Mar 19]. Available from: https://lib.dr.iastate.edu/etd/10561.

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

Council of Science Editors:

Wineland VW. Laboratory and field testing and evaluation of precast bridge elements. [Thesis]. Iowa State University; 2009. Available from: https://lib.dr.iastate.edu/etd/10561

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


Texas A&M University

4. Henley, Matthew D. Shear Connections for the Development of a Full-Depth Precast Concrete Deck System.

Degree: 2010, Texas A&M University

 A full-depth precast concrete deck system presents several safety, timeline, and cost benefits to the process of constructing a bridge, however the relevant professional codes… (more)

Subjects/Keywords: precast concrete deck; shear connections; accelerated bridge construction

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APA (6th Edition):

Henley, M. D. (2010). Shear Connections for the Development of a Full-Depth Precast Concrete Deck System. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306

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):

Henley, Matthew D. “Shear Connections for the Development of a Full-Depth Precast Concrete Deck System.” 2010. Thesis, Texas A&M University. Accessed March 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306.

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

MLA Handbook (7th Edition):

Henley, Matthew D. “Shear Connections for the Development of a Full-Depth Precast Concrete Deck System.” 2010. Web. 19 Mar 2019.

Vancouver:

Henley MD. Shear Connections for the Development of a Full-Depth Precast Concrete Deck System. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306.

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

Council of Science Editors:

Henley MD. Shear Connections for the Development of a Full-Depth Precast Concrete Deck System. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306

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


University of Manitoba

5. Amorim, David Rodrigues Coelho. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.

Degree: Civil Engineering, 2015, University of Manitoba

 This thesis investigates the behaviour of UHPC as a fill material for precast deck panels subjected to negative bending. Two full-scale test specimens were constructed.… (more)

Subjects/Keywords: Ultra-high performance concrete; Precast panels; Accelerated bridge construction; fatigue performance

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APA (6th Edition):

Amorim, D. R. C. (2015). Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31018

Chicago Manual of Style (16th Edition):

Amorim, David Rodrigues Coelho. “Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.” 2015. Masters Thesis, University of Manitoba. Accessed March 19, 2019. http://hdl.handle.net/1993/31018.

MLA Handbook (7th Edition):

Amorim, David Rodrigues Coelho. “Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending.” 2015. Web. 19 Mar 2019.

Vancouver:

Amorim DRC. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. [Internet] [Masters thesis]. University of Manitoba; 2015. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/1993/31018.

Council of Science Editors:

Amorim DRC. Behaviour of ultra-high performance concrete as a joint-fill material for precast bridge deck panels subjected to negative bending. [Masters Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/31018


Iowa State University

6. Becker, Matthew Fred. Evaluation of accelerated bridge construction methods and designs in the state of Iowa.

Degree: 2009, Iowa State University

Accelerated bridge construction (ABC) is the general term given to a variety of approaches aimed at reducing construction durations of bridge projects. Using these approaches… (more)

Subjects/Keywords: accelerated; bridge; construction; Iowa; Civil and Environmental Engineering

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APA (6th Edition):

Becker, M. F. (2009). Evaluation of accelerated bridge construction methods and designs in the state of Iowa. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/10563

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):

Becker, Matthew Fred. “Evaluation of accelerated bridge construction methods and designs in the state of Iowa.” 2009. Thesis, Iowa State University. Accessed March 19, 2019. https://lib.dr.iastate.edu/etd/10563.

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

MLA Handbook (7th Edition):

Becker, Matthew Fred. “Evaluation of accelerated bridge construction methods and designs in the state of Iowa.” 2009. Web. 19 Mar 2019.

Vancouver:

Becker MF. Evaluation of accelerated bridge construction methods and designs in the state of Iowa. [Internet] [Thesis]. Iowa State University; 2009. [cited 2019 Mar 19]. Available from: https://lib.dr.iastate.edu/etd/10563.

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

Council of Science Editors:

Becker MF. Evaluation of accelerated bridge construction methods and designs in the state of Iowa. [Thesis]. Iowa State University; 2009. Available from: https://lib.dr.iastate.edu/etd/10563

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 March 19, 2019. 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. 19 Mar 2019.

Vancouver:

Mander T. Structural Performance of a Full-Depth Precast Concrete Bridge Deck System. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Mar 19]. 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


Colorado State University

8. Alnewar, Saurabh. Life-cycle cost analysis of a bridge in remote mountainous terrain.

Degree: MS(M.S.), Construction Management, 2018, Colorado State University

 There are various approaches documented and researched to calculate life cycle cost, yet many researchers and applications fail to incorporate user costs to optimize total… (more)

Subjects/Keywords: Conventional construction; Life cycle cost analysis; Accelerated Bridge Construction; User costs; Detour

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APA (6th Edition):

Alnewar, S. (2018). Life-cycle cost analysis of a bridge in remote mountainous terrain. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/191441

Chicago Manual of Style (16th Edition):

Alnewar, Saurabh. “Life-cycle cost analysis of a bridge in remote mountainous terrain.” 2018. Masters Thesis, Colorado State University. Accessed March 19, 2019. http://hdl.handle.net/10217/191441.

MLA Handbook (7th Edition):

Alnewar, Saurabh. “Life-cycle cost analysis of a bridge in remote mountainous terrain.” 2018. Web. 19 Mar 2019.

Vancouver:

Alnewar S. Life-cycle cost analysis of a bridge in remote mountainous terrain. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10217/191441.

Council of Science Editors:

Alnewar S. Life-cycle cost analysis of a bridge in remote mountainous terrain. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/191441


Virginia Tech

9. Mercer, Matthew Sherman. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System.

Degree: MS, Structural Engineering and Materials, 2012, Virginia Tech

 The inverted-T bridge system is a rapid bridge construction technique that consists of precast inverted-T girders placed adjacent to one another and covered with a… (more)

Subjects/Keywords: Inverted-T; Sub-assemblage; Embedded Plate; Extended Bar; Accelerated Bridge Construction; Prefabricated Bridge Construction; Poutre Dalle

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

APA (6th Edition):

Mercer, M. S. (2012). Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33696

Chicago Manual of Style (16th Edition):

Mercer, Matthew Sherman. “Transverse Sub-Assemblage Testing of the Inverted-T Bridge System.” 2012. Masters Thesis, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/33696.

MLA Handbook (7th Edition):

Mercer, Matthew Sherman. “Transverse Sub-Assemblage Testing of the Inverted-T Bridge System.” 2012. Web. 19 Mar 2019.

Vancouver:

Mercer MS. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/33696.

Council of Science Editors:

Mercer MS. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/33696


University of Utah

10. Parks, Joel Edgar. Seismic rehabilitation of column to pier cap accelerated bridge construction connections and acoustic emission monitoring assessment.

Degree: MS, Civil & Environmental Engineering, 2014, University of Utah

 A repair technique for damaged precast reinforced concrete bridge column to pier cap joints constructed with grouted splice sleeve connections has been developed using plastic… (more)

Subjects/Keywords: Accelerated bridge construction; Acoustic emissions; CFRP; Column repair; Seismic rehabilition; Sleeved connections

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APA (6th Edition):

Parks, J. E. (2014). Seismic rehabilitation of column to pier cap accelerated bridge construction connections and acoustic emission monitoring assessment. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3397/rec/2153

Chicago Manual of Style (16th Edition):

Parks, Joel Edgar. “Seismic rehabilitation of column to pier cap accelerated bridge construction connections and acoustic emission monitoring assessment.” 2014. Masters Thesis, University of Utah. Accessed March 19, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3397/rec/2153.

MLA Handbook (7th Edition):

Parks, Joel Edgar. “Seismic rehabilitation of column to pier cap accelerated bridge construction connections and acoustic emission monitoring assessment.” 2014. Web. 19 Mar 2019.

Vancouver:

Parks JE. Seismic rehabilitation of column to pier cap accelerated bridge construction connections and acoustic emission monitoring assessment. [Internet] [Masters thesis]. University of Utah; 2014. [cited 2019 Mar 19]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3397/rec/2153.

Council of Science Editors:

Parks JE. Seismic rehabilitation of column to pier cap accelerated bridge construction connections and acoustic emission monitoring assessment. [Masters Thesis]. University of Utah; 2014. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3397/rec/2153


University of Illinois – Chicago

11. Lotfy, Ibrahim. Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction.

Degree: 2015, University of Illinois – Chicago

 Hardwood timber has been the predominant material of choice for crossties since the establishment of the railroad industry in the US. Recently, several concerns, including… (more)

Subjects/Keywords: High Density Polyethylene Crossties; Railroad crossties; Accelerated Bridge Construction; Recycled plastic crossties

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APA (6th Edition):

Lotfy, I. (2015). Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19761

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):

Lotfy, Ibrahim. “Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction.” 2015. Thesis, University of Illinois – Chicago. Accessed March 19, 2019. http://hdl.handle.net/10027/19761.

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

MLA Handbook (7th Edition):

Lotfy, Ibrahim. “Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction.” 2015. Web. 19 Mar 2019.

Vancouver:

Lotfy I. Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction. [Internet] [Thesis]. University of Illinois – Chicago; 2015. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10027/19761.

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

Council of Science Editors:

Lotfy I. Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction. [Thesis]. University of Illinois – Chicago; 2015. Available from: http://hdl.handle.net/10027/19761

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


Iowa State University

12. Hartwell, Douglas Robert. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.

Degree: 2011, Iowa State University

Accelerated bridge construction is one rapid renewal technique being investigated to address the needs of the United States' aging infrastructure under the Second Strategic Highway… (more)

Subjects/Keywords: ABC; accelerated bridge construction; deck joint; UHPC; Ultra High Performance Concrete; Civil and Environmental Engineering

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APA (6th Edition):

Hartwell, D. R. (2011). Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/10420

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):

Hartwell, Douglas Robert. “Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.” 2011. Thesis, Iowa State University. Accessed March 19, 2019. https://lib.dr.iastate.edu/etd/10420.

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

MLA Handbook (7th Edition):

Hartwell, Douglas Robert. “Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.” 2011. Web. 19 Mar 2019.

Vancouver:

Hartwell DR. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. [Internet] [Thesis]. Iowa State University; 2011. [cited 2019 Mar 19]. Available from: https://lib.dr.iastate.edu/etd/10420.

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

Council of Science Editors:

Hartwell DR. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. [Thesis]. Iowa State University; 2011. Available from: https://lib.dr.iastate.edu/etd/10420

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


Virginia Tech

13. Gilbertson, Rebecka Lynn. Recommendations for Surface Treatment for Virginia Inverted T-Beam Bridge System.

Degree: MS, Civil and Environmental Engineering, 2018, Virginia Tech

 This thesis investigates the impact of interface surface treatment methods for use in the Virginia Inverted T-Beam bridge system. The specific system consists of precast… (more)

Subjects/Keywords: Inverted T-Beam; Accelerated Bridge Construction; Horizontal Shear; Concrete Surface Roughening; Push-off Tests

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APA (6th Edition):

Gilbertson, R. L. (2018). Recommendations for Surface Treatment for Virginia Inverted T-Beam Bridge System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/83600

Chicago Manual of Style (16th Edition):

Gilbertson, Rebecka Lynn. “Recommendations for Surface Treatment for Virginia Inverted T-Beam Bridge System.” 2018. Masters Thesis, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/83600.

MLA Handbook (7th Edition):

Gilbertson, Rebecka Lynn. “Recommendations for Surface Treatment for Virginia Inverted T-Beam Bridge System.” 2018. Web. 19 Mar 2019.

Vancouver:

Gilbertson RL. Recommendations for Surface Treatment for Virginia Inverted T-Beam Bridge System. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/83600.

Council of Science Editors:

Gilbertson RL. Recommendations for Surface Treatment for Virginia Inverted T-Beam Bridge System. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/83600


Virginia Tech

14. Arif Edwin, Ezra Bin. Refinement of the Inverted T-Beam Bridge System for Virginia.

Degree: MS, Civil and Environmental Engineering, 2017, Virginia Tech

 The inverted T-beam bridge system is a bridge construction technique that follows accelerated bridge construction processes. The system was discovered in France and first adopted… (more)

Subjects/Keywords: Inverted T-Beam; Poutre Dalle; Accelerated Bridge Construction; Reflective Cracking; Subassemblage; Transverse Bending

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APA (6th Edition):

Arif Edwin, E. B. (2017). Refinement of the Inverted T-Beam Bridge System for Virginia. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78612

Chicago Manual of Style (16th Edition):

Arif Edwin, Ezra Bin. “Refinement of the Inverted T-Beam Bridge System for Virginia.” 2017. Masters Thesis, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/78612.

MLA Handbook (7th Edition):

Arif Edwin, Ezra Bin. “Refinement of the Inverted T-Beam Bridge System for Virginia.” 2017. Web. 19 Mar 2019.

Vancouver:

Arif Edwin EB. Refinement of the Inverted T-Beam Bridge System for Virginia. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/78612.

Council of Science Editors:

Arif Edwin EB. Refinement of the Inverted T-Beam Bridge System for Virginia. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78612


University of Texas – Austin

15. -5454-6584. Short-term and time-dependent stresses in precast network arches.

Degree: Civil, Architectural, and Environmental Engineering, 2015, University of Texas – Austin

 Due to their structural efficiency and architectural elegance, concrete arches have long been used in bridge applications. However, the construction of concrete arches requires significant… (more)

Subjects/Keywords: Structural health monitoring; Accelerated bridge construction; Precast; Prestressed concrete; Time-dependent behavior of concrete; Creep; Arch bridge

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APA (6th Edition):

-5454-6584. (2015). Short-term and time-dependent stresses in precast network arches. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31351

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

Chicago Manual of Style (16th Edition):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Thesis, University of Texas – Austin. Accessed March 19, 2019. http://hdl.handle.net/2152/31351.

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

MLA Handbook (7th Edition):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Web. 19 Mar 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/2152/31351.

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

Council of Science Editors:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31351

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


University of Cincinnati

16. BASU, BIKRAMADITYA. ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES.

Degree: MS, Engineering : Civil Engineering, 2005, University of Cincinnati

 The growing traffic demands and an aging transportation network necessitate highway construction to initiate and intensify efforts to accelerate repair and rehabilitation. Statistics show that… (more)

Subjects/Keywords: Engineering, Civil; Bridges; Construction; Accelerated bridge construction; Innovative bridge construction; ODOT's Strategic Innitiative

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

APA (6th Edition):

BASU, B. (2005). ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1116044680

Chicago Manual of Style (16th Edition):

BASU, BIKRAMADITYA. “ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES.” 2005. Masters Thesis, University of Cincinnati. Accessed March 19, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1116044680.

MLA Handbook (7th Edition):

BASU, BIKRAMADITYA. “ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES.” 2005. Web. 19 Mar 2019.

Vancouver:

BASU B. ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES. [Internet] [Masters thesis]. University of Cincinnati; 2005. [cited 2019 Mar 19]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1116044680.

Council of Science Editors:

BASU B. ACCELERATED CONSTRUCTION AND REHABILITATION OF BRIDGES. [Masters Thesis]. University of Cincinnati; 2005. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1116044680


Utah State University

17. Madireddy, Sandeep Reddy. Finite Element Modeling of Transverse Post-Tensioned Joints in Accelerated Bridge Construction.

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

  The Accelerated bridge construction (ABC) techniques are gaining popularity among the departments of transportation (DOTs) due to their reductions of on-site construction time and… (more)

Subjects/Keywords: Accelerated bridge construction; Ansys; Curved Bolt; Finite element analysis; Negative bending; Transverse connection; Civil and Environmental Engineering

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

APA (6th Edition):

Madireddy, S. R. (2012). Finite Element Modeling of Transverse Post-Tensioned Joints in Accelerated Bridge Construction. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/1302

Chicago Manual of Style (16th Edition):

Madireddy, Sandeep Reddy. “Finite Element Modeling of Transverse Post-Tensioned Joints in Accelerated Bridge Construction.” 2012. Masters Thesis, Utah State University. Accessed March 19, 2019. https://digitalcommons.usu.edu/etd/1302.

MLA Handbook (7th Edition):

Madireddy, Sandeep Reddy. “Finite Element Modeling of Transverse Post-Tensioned Joints in Accelerated Bridge Construction.” 2012. Web. 19 Mar 2019.

Vancouver:

Madireddy SR. Finite Element Modeling of Transverse Post-Tensioned Joints in Accelerated Bridge Construction. [Internet] [Masters thesis]. Utah State University; 2012. [cited 2019 Mar 19]. Available from: https://digitalcommons.usu.edu/etd/1302.

Council of Science Editors:

Madireddy SR. Finite Element Modeling of Transverse Post-Tensioned Joints in Accelerated Bridge Construction. [Masters Thesis]. Utah State University; 2012. Available from: https://digitalcommons.usu.edu/etd/1302


University of Canterbury

18. White, Samuel Lewis. Controlled Damage Rocking Systems for Accelerated Bridge Construction.

Degree: Civil and Natural Resources Engineering, 2014, University of Canterbury

Bridge substructures are generally constructed using cast-in-place concrete and designed to undergo inelastic deformation in earthquake events. Although this construction approach has proven to be… (more)

Subjects/Keywords: Accelerated; Bridge; Construction; ABC; Precast; Concrete; Dissipative Controlled Rocking; DCR; Controlled Damage; High Damage; Hybrid; Post-tensioned; Substructure; Pier; Connection

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

APA (6th Edition):

White, S. L. (2014). Controlled Damage Rocking Systems for Accelerated Bridge Construction. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9186

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):

White, Samuel Lewis. “Controlled Damage Rocking Systems for Accelerated Bridge Construction.” 2014. Thesis, University of Canterbury. Accessed March 19, 2019. http://hdl.handle.net/10092/9186.

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

MLA Handbook (7th Edition):

White, Samuel Lewis. “Controlled Damage Rocking Systems for Accelerated Bridge Construction.” 2014. Web. 19 Mar 2019.

Vancouver:

White SL. Controlled Damage Rocking Systems for Accelerated Bridge Construction. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10092/9186.

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

Council of Science Editors:

White SL. Controlled Damage Rocking Systems for Accelerated Bridge Construction. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/9186

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

19. Dahal, Puskar Kumar. Mechanical Bar Splices for Accelerated Construction of Bridge Columns.

Degree: MS, Civil and Environmental Engineering, 2018, South Dakota State University

  Mechanical bar splicing is an alternative method of connecting reinforcing bars in concrete structures compared to conventional lap splicing mainly to reduce bar congestion… (more)

Subjects/Keywords: accelerated bridge construction; mechanical bar splices; pushover analysis; rigid length factor; seismic performance; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Dahal, P. K. (2018). Mechanical Bar Splices for Accelerated Construction of Bridge Columns. (Masters Thesis). South Dakota State University. Retrieved from https://openprairie.sdstate.edu/etd/2634

Chicago Manual of Style (16th Edition):

Dahal, Puskar Kumar. “Mechanical Bar Splices for Accelerated Construction of Bridge Columns.” 2018. Masters Thesis, South Dakota State University. Accessed March 19, 2019. https://openprairie.sdstate.edu/etd/2634.

MLA Handbook (7th Edition):

Dahal, Puskar Kumar. “Mechanical Bar Splices for Accelerated Construction of Bridge Columns.” 2018. Web. 19 Mar 2019.

Vancouver:

Dahal PK. Mechanical Bar Splices for Accelerated Construction of Bridge Columns. [Internet] [Masters thesis]. South Dakota State University; 2018. [cited 2019 Mar 19]. Available from: https://openprairie.sdstate.edu/etd/2634.

Council of Science Editors:

Dahal PK. Mechanical Bar Splices for Accelerated Construction of Bridge Columns. [Masters Thesis]. South Dakota State University; 2018. Available from: https://openprairie.sdstate.edu/etd/2634


Iowa State University

20. Vander Werff, Justin R. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.

Degree: 2014, Iowa State University

Accelerated bridge construction (ABC) is increasingly desired and needed, due to the aging transportation infrastructure across the United States and the always-growing demand placed on… (more)

Subjects/Keywords: Civil Engineering (Structural Engineering); Civil Engineering; Structural Engineering; accelerated bridge construction; connections; integral bridges; load distribution; precast; seismic; Civil Engineering

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APA (6th Edition):

Vander Werff, J. R. (2014). Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14244

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):

Vander Werff, Justin R. “Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.” 2014. Thesis, Iowa State University. Accessed March 19, 2019. https://lib.dr.iastate.edu/etd/14244.

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

MLA Handbook (7th Edition):

Vander Werff, Justin R. “Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.” 2014. Web. 19 Mar 2019.

Vancouver:

Vander Werff JR. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. [Internet] [Thesis]. Iowa State University; 2014. [cited 2019 Mar 19]. Available from: https://lib.dr.iastate.edu/etd/14244.

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

Council of Science Editors:

Vander Werff JR. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/14244

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


Virginia Tech

21. Linares Garcia, Daniel Antonio. Categorizing Accelerated Bridge Construction Projects for Improving Decision-Making.

Degree: MS, Civil and Environmental Engineering, 2018, Virginia Tech

Accelerated Bridge Construction, also known as ABC, is a methodology that seeks to improve project development of bridges by reducing the overall project schedule and… (more)

Subjects/Keywords: Accelerated Bridge Construction; ABC; Flash-track; Fast-track; Project Delivery; Decision-making; Bridges; Sharing of lessons learned

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

APA (6th Edition):

Linares Garcia, D. A. (2018). Categorizing Accelerated Bridge Construction Projects for Improving Decision-Making. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/84905

Chicago Manual of Style (16th Edition):

Linares Garcia, Daniel Antonio. “Categorizing Accelerated Bridge Construction Projects for Improving Decision-Making.” 2018. Masters Thesis, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/84905.

MLA Handbook (7th Edition):

Linares Garcia, Daniel Antonio. “Categorizing Accelerated Bridge Construction Projects for Improving Decision-Making.” 2018. Web. 19 Mar 2019.

Vancouver:

Linares Garcia DA. Categorizing Accelerated Bridge Construction Projects for Improving Decision-Making. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/84905.

Council of Science Editors:

Linares Garcia DA. Categorizing Accelerated Bridge Construction Projects for Improving Decision-Making. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/84905


Iowa State University

22. Peggar, Robert. Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands.

Degree: 2014, Iowa State University

Accelerated Bridge Construction (ABC) utilizing precast components continues to be used as an effective tool for bridge construction due to time and cost saving techniques… (more)

Subjects/Keywords: Civil, Construction and Environmental Engineering (Structural Engineering); Civil, Construction and Environmental Engineering; Structural Engineering; accelerated bridge construction; bulb-tee; precast concrete bridges; prestressing strands; seismic; strain penetration; Civil Engineering

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APA (6th Edition):

Peggar, R. (2014). Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14233

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):

Peggar, Robert. “Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands.” 2014. Thesis, Iowa State University. Accessed March 19, 2019. https://lib.dr.iastate.edu/etd/14233.

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

MLA Handbook (7th Edition):

Peggar, Robert. “Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands.” 2014. Web. 19 Mar 2019.

Vancouver:

Peggar R. Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands. [Internet] [Thesis]. Iowa State University; 2014. [cited 2019 Mar 19]. Available from: https://lib.dr.iastate.edu/etd/14233.

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

Council of Science Editors:

Peggar R. Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/14233

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

23. Mingo, Michael James. Precast Full-Depth Deck Panels Supported on Inverted Bulb-Tee Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2016, South Dakota State University

  The South Dakota Department of Transportation (SDDOT) currently uses precast double-tee bridge deck systems for many of its county bridges because they are economical… (more)

Subjects/Keywords: accelerated bridge construction; mid-span bridges; precast girders; precast panels; prefabricated bridge element systems; short-span bridges; Civil Engineering; Structural Engineering; Transportation Engineering

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APA (6th Edition):

Mingo, M. J. (2016). Precast Full-Depth Deck Panels Supported on Inverted Bulb-Tee Bridge Girders. (Masters Thesis). South Dakota State University. Retrieved from http://openprairie.sdstate.edu/etd/1093

Chicago Manual of Style (16th Edition):

Mingo, Michael James. “Precast Full-Depth Deck Panels Supported on Inverted Bulb-Tee Bridge Girders.” 2016. Masters Thesis, South Dakota State University. Accessed March 19, 2019. http://openprairie.sdstate.edu/etd/1093.

MLA Handbook (7th Edition):

Mingo, Michael James. “Precast Full-Depth Deck Panels Supported on Inverted Bulb-Tee Bridge Girders.” 2016. Web. 19 Mar 2019.

Vancouver:

Mingo MJ. Precast Full-Depth Deck Panels Supported on Inverted Bulb-Tee Bridge Girders. [Internet] [Masters thesis]. South Dakota State University; 2016. [cited 2019 Mar 19]. Available from: http://openprairie.sdstate.edu/etd/1093.

Council of Science Editors:

Mingo MJ. Precast Full-Depth Deck Panels Supported on Inverted Bulb-Tee Bridge Girders. [Masters Thesis]. South Dakota State University; 2016. Available from: http://openprairie.sdstate.edu/etd/1093

24. Castine, Stephanie. Development of High Early-Strength Concrete for Accelerated Bridge Construction Closure Pour Connections.

Degree: 2017, University of Massachusetts

Accelerated bridge construction (ABC) has become a popular alternative to using traditional construction techniques in new bridge construction and existing bridge deck replacement because… (more)

Subjects/Keywords: concrete; high early strength concrete; accelerated bridge construction; shrinkage cracking ring tests; bar pullout tests; small-scale batches; Civil Engineering; Structural Engineering; Structural Materials

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APA (6th Edition):

Castine, S. (2017). Development of High Early-Strength Concrete for Accelerated Bridge Construction Closure Pour Connections. (Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/masters_theses_2/498

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):

Castine, Stephanie. “Development of High Early-Strength Concrete for Accelerated Bridge Construction Closure Pour Connections.” 2017. Thesis, University of Massachusetts. Accessed March 19, 2019. https://scholarworks.umass.edu/masters_theses_2/498.

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

MLA Handbook (7th Edition):

Castine, Stephanie. “Development of High Early-Strength Concrete for Accelerated Bridge Construction Closure Pour Connections.” 2017. Web. 19 Mar 2019.

Vancouver:

Castine S. Development of High Early-Strength Concrete for Accelerated Bridge Construction Closure Pour Connections. [Internet] [Thesis]. University of Massachusetts; 2017. [cited 2019 Mar 19]. Available from: https://scholarworks.umass.edu/masters_theses_2/498.

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

Council of Science Editors:

Castine S. Development of High Early-Strength Concrete for Accelerated Bridge Construction Closure Pour Connections. [Thesis]. University of Massachusetts; 2017. Available from: https://scholarworks.umass.edu/masters_theses_2/498

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

25. Redd, Samuel Carey. Strength, durability, and application of grouted couplers for integral abutments in accelerated bridge construction projects.

Degree: 2016, Iowa State University

 In areas of high traffic, long term bridge construction can have significant impacts on the traveling public and surrounding communities. To minimize this impact, engineers… (more)

Subjects/Keywords: Civil Engineering; Structural Engineering; Accelerated Bridge Construction; Bridge; Grouted Coupler; Integral Abutment; Structural; Civil Engineering

…as Accelerated Bridge Construction (ABC) and has gained the attention of the… …INTRODUCTION 1.1 Background In Accelerated Bridge Construction (ABC) projects, bridge… …accelerated bridge construction. 4 CHAPTER 2. LITERATURE REVIEW 2.1 Connection Details for… …eight days. 7 2.2 Accelerated Bridge Construction Manual (2011) ABC projects that… …traffic, long term bridge construction can have significant impacts on the traveling public and… 

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APA (6th Edition):

Redd, S. C. (2016). Strength, durability, and application of grouted couplers for integral abutments in accelerated bridge construction projects. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15080

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):

Redd, Samuel Carey. “Strength, durability, and application of grouted couplers for integral abutments in accelerated bridge construction projects.” 2016. Thesis, Iowa State University. Accessed March 19, 2019. https://lib.dr.iastate.edu/etd/15080.

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

MLA Handbook (7th Edition):

Redd, Samuel Carey. “Strength, durability, and application of grouted couplers for integral abutments in accelerated bridge construction projects.” 2016. Web. 19 Mar 2019.

Vancouver:

Redd SC. Strength, durability, and application of grouted couplers for integral abutments in accelerated bridge construction projects. [Internet] [Thesis]. Iowa State University; 2016. [cited 2019 Mar 19]. Available from: https://lib.dr.iastate.edu/etd/15080.

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

Council of Science Editors:

Redd SC. Strength, durability, and application of grouted couplers for integral abutments in accelerated bridge construction projects. [Thesis]. Iowa State University; 2016. Available from: https://lib.dr.iastate.edu/etd/15080

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

26. Gjongecaj, Alban. Top flange failure modes for California wide flange girder using rebar and welded wire details.

Degree: MS, Civil Engineering (Structural Engineering, 2014, California State University – Sacramento

 In an effort to advance Accelerated Bridge Construction (ABC) practices in California, top flange failure modes of the newly developed California Wide Flange Girder (WFG)… (more)

Subjects/Keywords: Accelerated bridge construction; Precast deck panel; Construction loading; Polystyrene bearing system

…further implement Accelerated Bridge Construction (ABC) practices in California led… …carrying capacity of the top flange of the WFG during construction. Both sides of the top flange… …load, which simulated loading from a PDP during construction (non-composite). The… …is not expected under typical construction loads. xxi  The expected location of… …in establishing a maximum line load to design (construction) should reasonably… 

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APA (6th Edition):

Gjongecaj, A. (2014). Top flange failure modes for California wide flange girder using rebar and welded wire details. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.3/131524

Chicago Manual of Style (16th Edition):

Gjongecaj, Alban. “Top flange failure modes for California wide flange girder using rebar and welded wire details.” 2014. Masters Thesis, California State University – Sacramento. Accessed March 19, 2019. http://hdl.handle.net/10211.3/131524.

MLA Handbook (7th Edition):

Gjongecaj, Alban. “Top flange failure modes for California wide flange girder using rebar and welded wire details.” 2014. Web. 19 Mar 2019.

Vancouver:

Gjongecaj A. Top flange failure modes for California wide flange girder using rebar and welded wire details. [Internet] [Masters thesis]. California State University – Sacramento; 2014. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10211.3/131524.

Council of Science Editors:

Gjongecaj A. Top flange failure modes for California wide flange girder using rebar and welded wire details. [Masters Thesis]. California State University – Sacramento; 2014. Available from: http://hdl.handle.net/10211.3/131524


Missouri University of Science and Technology

27. Abdelkarim, Omar I. Behavior of hollow-core fiber reinforced polymer-concrete-steel bridge columns under extreme loading.

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

 "This study introduces an investigation of the behavior of innovative, resilient, and quickly-constructed hollow-core fiber reinforced polymer-concrete-steel (HC-FCS) bridge columns under extreme loading. The HC-FCS… (more)

Subjects/Keywords: Accelerated bridge construction; Composite columns; Hollow-core columns; LS-DYNA; Seismic loading; Vehicle collision; Civil Engineering

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APA (6th Edition):

Abdelkarim, O. I. (n.d.). Behavior of hollow-core fiber reinforced polymer-concrete-steel bridge columns under extreme loading. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/doctoral_dissertations/2610

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

Chicago Manual of Style (16th Edition):

Abdelkarim, Omar I. “Behavior of hollow-core fiber reinforced polymer-concrete-steel bridge columns under extreme loading.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed March 19, 2019. http://scholarsmine.mst.edu/doctoral_dissertations/2610.

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

MLA Handbook (7th Edition):

Abdelkarim, Omar I. “Behavior of hollow-core fiber reinforced polymer-concrete-steel bridge columns under extreme loading.” Web. 19 Mar 2019.

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

Vancouver:

Abdelkarim OI. Behavior of hollow-core fiber reinforced polymer-concrete-steel bridge columns under extreme loading. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2019 Mar 19]. Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2610.

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

Council of Science Editors:

Abdelkarim OI. Behavior of hollow-core fiber reinforced polymer-concrete-steel bridge columns under extreme loading. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2610

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

28. Tran, Hung Viet. Drilled Shaft Socket Connections for Precast Columns in Seismic Regions.

Degree: PhD, 2015, University of Washington

 A new type of connection between a precast concrete column and a drilled shaft has been developed for Accelerated Bridge Construction (ABC) in regions of… (more)

Subjects/Keywords: accelerated bridge construction; drilled shaft; precast concrete; Rapid construction; seismic region; socket connection; Civil engineering; civil engineering

…2 Figure 1-2. Precast bridge bent construction stages… …FOR RAPID CONSTRUCTION The bridge construction industry faces new challenges. The most… …needing to be repaired, rehabilitated or replaced. The bridge construction activities that will… …construction needs to be a high priority for the nation. The use of precast concrete bridge elements… …time, and they are gradually embracing precasting for the construction of bridge… 

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APA (6th Edition):

Tran, H. V. (2015). Drilled Shaft Socket Connections for Precast Columns in Seismic Regions. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/33126

Chicago Manual of Style (16th Edition):

Tran, Hung Viet. “Drilled Shaft Socket Connections for Precast Columns in Seismic Regions.” 2015. Doctoral Dissertation, University of Washington. Accessed March 19, 2019. http://hdl.handle.net/1773/33126.

MLA Handbook (7th Edition):

Tran, Hung Viet. “Drilled Shaft Socket Connections for Precast Columns in Seismic Regions.” 2015. Web. 19 Mar 2019.

Vancouver:

Tran HV. Drilled Shaft Socket Connections for Precast Columns in Seismic Regions. [Internet] [Doctoral dissertation]. University of Washington; 2015. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/1773/33126.

Council of Science Editors:

Tran HV. Drilled Shaft Socket Connections for Precast Columns in Seismic Regions. [Doctoral Dissertation]. University of Washington; 2015. Available from: http://hdl.handle.net/1773/33126

29. Kennedy, Bryan. Rocking Connection between a Precast Bridge Column and Cap Beam.

Degree: 2015, University of Washington

 Traditional cast-in-place, concrete bridge construction is often a lengthy undertaking, which is burdensome to the motoring public because of the traffic delays that it causes.… (more)

Subjects/Keywords: accelerated bridge construction; earthquake engineering; hybrid connections; precast concrete; pseudo-static sub-assembly testing; rocking connections; Civil engineering; civil engineering

…279 APPENDIX D: CONSTRUCTION PHOTOS… …299 xi List of Figures Figure 1.1 Schematic for rocking column, prototype bridge bent… 

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APA (6th Edition):

Kennedy, B. (2015). Rocking Connection between a Precast Bridge Column and Cap Beam. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/33124

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):

Kennedy, Bryan. “Rocking Connection between a Precast Bridge Column and Cap Beam.” 2015. Thesis, University of Washington. Accessed March 19, 2019. http://hdl.handle.net/1773/33124.

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

MLA Handbook (7th Edition):

Kennedy, Bryan. “Rocking Connection between a Precast Bridge Column and Cap Beam.” 2015. Web. 19 Mar 2019.

Vancouver:

Kennedy B. Rocking Connection between a Precast Bridge Column and Cap Beam. [Internet] [Thesis]. University of Washington; 2015. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/1773/33124.

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

Council of Science Editors:

Kennedy B. Rocking Connection between a Precast Bridge Column and Cap Beam. [Thesis]. University of Washington; 2015. Available from: http://hdl.handle.net/1773/33124

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

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