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You searched for subject:(Bridge). Showing records 1 – 30 of 2677 total matches.

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Université de Sherbrooke

1. Trépanier, Maude. Développement d'un concept de pont ferroviaire mobile.

Degree: 2011, Université de Sherbrooke

 Interruption of railway traffic creates important financial losses for the transportation utilities and society at large. At this moment, to limit this impact, the CN… (more)

Subjects/Keywords: Mobile bridge; Steel structure; Railway bridge; Bridge

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APA (6th Edition):

Trépanier, M. (2011). Développement d'un concept de pont ferroviaire mobile. (Masters Thesis). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/5495

Chicago Manual of Style (16th Edition):

Trépanier, Maude. “Développement d'un concept de pont ferroviaire mobile.” 2011. Masters Thesis, Université de Sherbrooke. Accessed September 25, 2020. http://hdl.handle.net/11143/5495.

MLA Handbook (7th Edition):

Trépanier, Maude. “Développement d'un concept de pont ferroviaire mobile.” 2011. Web. 25 Sep 2020.

Vancouver:

Trépanier M. Développement d'un concept de pont ferroviaire mobile. [Internet] [Masters thesis]. Université de Sherbrooke; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11143/5495.

Council of Science Editors:

Trépanier M. Développement d'un concept de pont ferroviaire mobile. [Masters Thesis]. Université de Sherbrooke; 2011. Available from: http://hdl.handle.net/11143/5495


Colorado State University

2. Sanders, Patrick. Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation.

Degree: MS(M.S.), Civil and Environmental Engineering, 2015, Colorado State University

 The bridge inspection program in the United States started in 1971 following the collapse of the Silver Bridge in Ohio. Since then, bridges have generally… (more)

Subjects/Keywords: bridge inpsection; bridge deck modeling

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APA (6th Edition):

Sanders, P. (2015). Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/167220

Chicago Manual of Style (16th Edition):

Sanders, Patrick. “Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation.” 2015. Masters Thesis, Colorado State University. Accessed September 25, 2020. http://hdl.handle.net/10217/167220.

MLA Handbook (7th Edition):

Sanders, Patrick. “Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation.” 2015. Web. 25 Sep 2020.

Vancouver:

Sanders P. Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10217/167220.

Council of Science Editors:

Sanders P. Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation. [Masters Thesis]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/167220


Texas A&M University

3. Parchure, Akshay. Design of Continuous Prestressed Concrete Spliced Girder Bridges.

Degree: MS, Civil Engineering, 2013, Texas A&M University

 Traditionally, prestressed concrete girder bridges are limited to 150 ft span lengths in Texas due to restrictions on handling and transportation. An effective way of… (more)

Subjects/Keywords: Bridge; Structures

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APA (6th Edition):

Parchure, A. (2013). Design of Continuous Prestressed Concrete Spliced Girder Bridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151369

Chicago Manual of Style (16th Edition):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Masters Thesis, Texas A&M University. Accessed September 25, 2020. http://hdl.handle.net/1969.1/151369.

MLA Handbook (7th Edition):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Web. 25 Sep 2020.

Vancouver:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1969.1/151369.

Council of Science Editors:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151369


Oregon State University

4. Boon-intra, Sutaporn. Development of a guideline for estimating tsunami forces on bridge superstructures.

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

 Infrastructures along the Oregon Coast are vulnerable to seismic events in the Cascadia Subduction Zone that could generate large tsunamis. Bridges along the coast are… (more)

Subjects/Keywords: bridge superstructure

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APA (6th Edition):

Boon-intra, S. (2011). Development of a guideline for estimating tsunami forces on bridge superstructures. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19811

Chicago Manual of Style (16th Edition):

Boon-intra, Sutaporn. “Development of a guideline for estimating tsunami forces on bridge superstructures.” 2011. Masters Thesis, Oregon State University. Accessed September 25, 2020. http://hdl.handle.net/1957/19811.

MLA Handbook (7th Edition):

Boon-intra, Sutaporn. “Development of a guideline for estimating tsunami forces on bridge superstructures.” 2011. Web. 25 Sep 2020.

Vancouver:

Boon-intra S. Development of a guideline for estimating tsunami forces on bridge superstructures. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1957/19811.

Council of Science Editors:

Boon-intra S. Development of a guideline for estimating tsunami forces on bridge superstructures. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/19811


University of Waterloo

5. 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 September 25, 2020. 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. 25 Sep 2020.

Vancouver:

Chen Y. Innovative Shear Connections for the Accelerated Construction of Composite Bridges. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2020 Sep 25]. 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


Addis Ababa University

6. Nuruye, Adane. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS .

Degree: 2013, Addis Ababa University

 Ethiopian engineers have good experience of highway bridge design. Currently railway bridges are necessary due to new railroad route projects in Ethiopia. It is absolutely… (more)

Subjects/Keywords: Railway Bridge; Highway Bridge; design philosophy; loads

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APA (6th Edition):

Nuruye, A. (2013). COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6032

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):

Nuruye, Adane. “COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS .” 2013. Thesis, Addis Ababa University. Accessed September 25, 2020. http://etd.aau.edu.et/dspace/handle/123456789/6032.

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

MLA Handbook (7th Edition):

Nuruye, Adane. “COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS .” 2013. Web. 25 Sep 2020.

Vancouver:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Sep 25]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6032.

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

Council of Science Editors:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6032

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


Iowa State University

7. Ruble, Kara. Accelerated repair and replacement of expansion joints.

Degree: 2020, Iowa State University

Bridge deck expansion joints are the components of the bridge that help to accommodate for the movement of bridges due to thermal expansion and, to… (more)

Subjects/Keywords: accelerated bridge construction; bridge repair; expansion joints

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APA (6th Edition):

Ruble, K. (2020). Accelerated repair and replacement of expansion joints. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/17902

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):

Ruble, Kara. “Accelerated repair and replacement of expansion joints.” 2020. Thesis, Iowa State University. Accessed September 25, 2020. https://lib.dr.iastate.edu/etd/17902.

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

MLA Handbook (7th Edition):

Ruble, Kara. “Accelerated repair and replacement of expansion joints.” 2020. Web. 25 Sep 2020.

Vancouver:

Ruble K. Accelerated repair and replacement of expansion joints. [Internet] [Thesis]. Iowa State University; 2020. [cited 2020 Sep 25]. Available from: https://lib.dr.iastate.edu/etd/17902.

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

Council of Science Editors:

Ruble K. Accelerated repair and replacement of expansion joints. [Thesis]. Iowa State University; 2020. Available from: https://lib.dr.iastate.edu/etd/17902

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


Delft University of Technology

8. Klomp, Maureen (author). Hybrid interaction of timber decks in movable bridges.

Degree: 2020, Delft University of Technology

Highway traffic bridges have been subjected to increasing loads over the past decades. Some of the movable bridge leafs in these highway bridges were constructed… (more)

Subjects/Keywords: Timber; Bridge deck; hybrid interaction; Movable bridge

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APA (6th Edition):

Klomp, M. (. (2020). Hybrid interaction of timber decks in movable bridges. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:481276e6-1afa-4c2d-814e-ac73db818703

Chicago Manual of Style (16th Edition):

Klomp, Maureen (author). “Hybrid interaction of timber decks in movable bridges.” 2020. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:481276e6-1afa-4c2d-814e-ac73db818703.

MLA Handbook (7th Edition):

Klomp, Maureen (author). “Hybrid interaction of timber decks in movable bridges.” 2020. Web. 25 Sep 2020.

Vancouver:

Klomp M(. Hybrid interaction of timber decks in movable bridges. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:481276e6-1afa-4c2d-814e-ac73db818703.

Council of Science Editors:

Klomp M(. Hybrid interaction of timber decks in movable bridges. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:481276e6-1afa-4c2d-814e-ac73db818703


Delft University of Technology

9. Jongstra, E. (author). Partially prestressed railway bridge.

Degree: 2015, Delft University of Technology

 Building and maintenance of the railway track and its sub- and superstructures in the Netherlands are commissioned by ProRail. In addition to the Eurocode ProRail… (more)

Subjects/Keywords: railway bridge; partially prestressing; trough bridge; reassessment

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APA (6th Edition):

Jongstra, E. (. (2015). Partially prestressed railway bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d5c33e2e-b6d7-4694-a9b4-7a7fe7129ec9

Chicago Manual of Style (16th Edition):

Jongstra, E (author). “Partially prestressed railway bridge.” 2015. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:d5c33e2e-b6d7-4694-a9b4-7a7fe7129ec9.

MLA Handbook (7th Edition):

Jongstra, E (author). “Partially prestressed railway bridge.” 2015. Web. 25 Sep 2020.

Vancouver:

Jongstra E(. Partially prestressed railway bridge. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:d5c33e2e-b6d7-4694-a9b4-7a7fe7129ec9.

Council of Science Editors:

Jongstra E(. Partially prestressed railway bridge. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:d5c33e2e-b6d7-4694-a9b4-7a7fe7129ec9


Delft University of Technology

10. Oostra, A.J. (author). Ultra-high performance fiber-reinforced concrete in incremental bridge launching.

Degree: 2015, Delft University of Technology

 Incremental bridge launching is one of the many ways in which a bridge can be constructed. In The Netherlands this method is not often used.… (more)

Subjects/Keywords: uhpc; concrete bridge; incrementally launched bridge

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APA (6th Edition):

Oostra, A. J. (. (2015). Ultra-high performance fiber-reinforced concrete in incremental bridge launching. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345

Chicago Manual of Style (16th Edition):

Oostra, A J (author). “Ultra-high performance fiber-reinforced concrete in incremental bridge launching.” 2015. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345.

MLA Handbook (7th Edition):

Oostra, A J (author). “Ultra-high performance fiber-reinforced concrete in incremental bridge launching.” 2015. Web. 25 Sep 2020.

Vancouver:

Oostra AJ(. Ultra-high performance fiber-reinforced concrete in incremental bridge launching. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345.

Council of Science Editors:

Oostra AJ(. Ultra-high performance fiber-reinforced concrete in incremental bridge launching. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345


Delft University of Technology

11. Gorter, Noud (author). One small span: Leaping the IJ.

Degree: 2019, Delft University of Technology

Over the last decades Amsterdam has grown exponentially north of the IJ, and this trend is expected to continue. The number of commuters across the… (more)

Subjects/Keywords: Bridge design; Amsterdam; Cable stayed bridge

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APA (6th Edition):

Gorter, N. (. (2019). One small span: Leaping the IJ. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a1e4ca6f-3611-47dd-ae4a-92e1b2de33a1

Chicago Manual of Style (16th Edition):

Gorter, Noud (author). “One small span: Leaping the IJ.” 2019. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:a1e4ca6f-3611-47dd-ae4a-92e1b2de33a1.

MLA Handbook (7th Edition):

Gorter, Noud (author). “One small span: Leaping the IJ.” 2019. Web. 25 Sep 2020.

Vancouver:

Gorter N(. One small span: Leaping the IJ. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:a1e4ca6f-3611-47dd-ae4a-92e1b2de33a1.

Council of Science Editors:

Gorter N(. One small span: Leaping the IJ. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a1e4ca6f-3611-47dd-ae4a-92e1b2de33a1

12. Md Zain, Rasimah. Penilaian integriti struktur robi test bed (road bridge interface test bed) di atas tanah lembut.

Degree: Fakulti Kejuruteraan Awam dan Alam Sekitar, 2013, Universiti Tun Hussein Onn Malaysia

 Masalah mendapan kini kian menjadi isu utama apabila pembinaan dijalankan di atas struktur tanah lembut. Beberapa jenis tanah boleh dikelaskan sebagai tanah lembut iaitu tanah… (more)

Subjects/Keywords: TG Bridge engineering

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APA (6th Edition):

Md Zain, R. (2013). Penilaian integriti struktur robi test bed (road bridge interface test bed) di atas tanah lembut. (Masters Thesis). Universiti Tun Hussein Onn Malaysia. Retrieved from http://eprints.uthm.edu.my/id/eprint/5452/

Chicago Manual of Style (16th Edition):

Md Zain, Rasimah. “Penilaian integriti struktur robi test bed (road bridge interface test bed) di atas tanah lembut.” 2013. Masters Thesis, Universiti Tun Hussein Onn Malaysia. Accessed September 25, 2020. http://eprints.uthm.edu.my/id/eprint/5452/.

MLA Handbook (7th Edition):

Md Zain, Rasimah. “Penilaian integriti struktur robi test bed (road bridge interface test bed) di atas tanah lembut.” 2013. Web. 25 Sep 2020.

Vancouver:

Md Zain R. Penilaian integriti struktur robi test bed (road bridge interface test bed) di atas tanah lembut. [Internet] [Masters thesis]. Universiti Tun Hussein Onn Malaysia; 2013. [cited 2020 Sep 25]. Available from: http://eprints.uthm.edu.my/id/eprint/5452/.

Council of Science Editors:

Md Zain R. Penilaian integriti struktur robi test bed (road bridge interface test bed) di atas tanah lembut. [Masters Thesis]. Universiti Tun Hussein Onn Malaysia; 2013. Available from: http://eprints.uthm.edu.my/id/eprint/5452/


Texas A&M University

13. Ortiz, Laura Marie. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.

Degree: MS, Civil Engineering, 2013, Texas A&M University

 Historic bridges are an important part of the nation's infrastructure. However, many historic bridges are not being maintained to a level that will ensure their… (more)

Subjects/Keywords: bridge; rehabilitation; historic

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APA (6th Edition):

Ortiz, L. M. (2013). Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149606

Chicago Manual of Style (16th Edition):

Ortiz, Laura Marie. “Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.” 2013. Masters Thesis, Texas A&M University. Accessed September 25, 2020. http://hdl.handle.net/1969.1/149606.

MLA Handbook (7th Edition):

Ortiz, Laura Marie. “Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.” 2013. Web. 25 Sep 2020.

Vancouver:

Ortiz LM. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. [Internet] [Masters thesis]. Texas A&M University; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1969.1/149606.

Council of Science Editors:

Ortiz LM. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. [Masters Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149606


Purdue University

14. Washeleski, Teresa Lynn. Laboratory Testing of Railroad Flatcars for Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy.

Degree: MSCE, Civil Engineering, 2013, Purdue University

  Railroad flatcars (RRFCs) are a convenient option to replace existing deteriorating bridge structures on low-volume roads. They are typically used as the bridge superstructure… (more)

Subjects/Keywords: bridge engineering; county bridge; innovative bridge solution; railroad flatcar; railroad flatcar bridge; rrfc; Civil Engineering

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APA (6th Edition):

Washeleski, T. L. (2013). Laboratory Testing of Railroad Flatcars for Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/94

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):

Washeleski, Teresa Lynn. “Laboratory Testing of Railroad Flatcars for Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy.” 2013. Thesis, Purdue University. Accessed September 25, 2020. http://docs.lib.purdue.edu/open_access_theses/94.

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

MLA Handbook (7th Edition):

Washeleski, Teresa Lynn. “Laboratory Testing of Railroad Flatcars for Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy.” 2013. Web. 25 Sep 2020.

Vancouver:

Washeleski TL. Laboratory Testing of Railroad Flatcars for Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy. [Internet] [Thesis]. Purdue University; 2013. [cited 2020 Sep 25]. Available from: http://docs.lib.purdue.edu/open_access_theses/94.

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

Council of Science Editors:

Washeleski TL. Laboratory Testing of Railroad Flatcars for Use as Highway Bridges on Low-Volume Roads to Determine Ultimate Strength and Redundancy. [Thesis]. Purdue University; 2013. Available from: http://docs.lib.purdue.edu/open_access_theses/94

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


University of Cincinnati

15. KIMMEL, GREGORY. A Turnkey Solution for a Web-Based Long-Term Health Bridge Monitor Utilizing Low Speed Strain Measurements and Predictive Models.

Degree: MS, Engineering : Electrical Engineering, 2008, University of Cincinnati

 The University of Cincinnati Infrastructure Institute (UCII) has supported the Ohio Department of Transportation (ODOT) since 1998 in maintaining the Ironton-Russell Bridge. UCII installed a… (more)

Subjects/Keywords: Engineering; Bridge Monitoring

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APA (6th Edition):

KIMMEL, G. (2008). A Turnkey Solution for a Web-Based Long-Term Health Bridge Monitor Utilizing Low Speed Strain Measurements and Predictive Models. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1209055105

Chicago Manual of Style (16th Edition):

KIMMEL, GREGORY. “A Turnkey Solution for a Web-Based Long-Term Health Bridge Monitor Utilizing Low Speed Strain Measurements and Predictive Models.” 2008. Masters Thesis, University of Cincinnati. Accessed September 25, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1209055105.

MLA Handbook (7th Edition):

KIMMEL, GREGORY. “A Turnkey Solution for a Web-Based Long-Term Health Bridge Monitor Utilizing Low Speed Strain Measurements and Predictive Models.” 2008. Web. 25 Sep 2020.

Vancouver:

KIMMEL G. A Turnkey Solution for a Web-Based Long-Term Health Bridge Monitor Utilizing Low Speed Strain Measurements and Predictive Models. [Internet] [Masters thesis]. University of Cincinnati; 2008. [cited 2020 Sep 25]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1209055105.

Council of Science Editors:

KIMMEL G. A Turnkey Solution for a Web-Based Long-Term Health Bridge Monitor Utilizing Low Speed Strain Measurements and Predictive Models. [Masters Thesis]. University of Cincinnati; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1209055105


Oregon State University

16. Gillins, Matthew N. Unmanned Aircraft Systems for Bridge Inspection : Testing and Developing End-to-End Operational Workflow.

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

Bridge inspections are vital for monitoring the health and serviceability of transportation infrastructure throughout the world. However, inspections can be logistically-challenging, expensive, and dangerous. For… (more)

Subjects/Keywords: Bridge; Drone aircraft

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

APA (6th Edition):

Gillins, M. N. (2016). Unmanned Aircraft Systems for Bridge Inspection : Testing and Developing End-to-End Operational Workflow. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/60001

Chicago Manual of Style (16th Edition):

Gillins, Matthew N. “Unmanned Aircraft Systems for Bridge Inspection : Testing and Developing End-to-End Operational Workflow.” 2016. Masters Thesis, Oregon State University. Accessed September 25, 2020. http://hdl.handle.net/1957/60001.

MLA Handbook (7th Edition):

Gillins, Matthew N. “Unmanned Aircraft Systems for Bridge Inspection : Testing and Developing End-to-End Operational Workflow.” 2016. Web. 25 Sep 2020.

Vancouver:

Gillins MN. Unmanned Aircraft Systems for Bridge Inspection : Testing and Developing End-to-End Operational Workflow. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1957/60001.

Council of Science Editors:

Gillins MN. Unmanned Aircraft Systems for Bridge Inspection : Testing and Developing End-to-End Operational Workflow. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/60001


Delft University of Technology

17. Van Erk, M.P. (author). Crossing the IJ.

Degree: 2016, Delft University of Technology

This research is aimed to explore the potential of creating a realistic design for a bridge over the IJ. Analysis and literature studies were done… (more)

Subjects/Keywords: bridge; IJ; Amsterdam

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APA (6th Edition):

Van Erk, M. P. (. (2016). Crossing the IJ. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8e548420-302e-49ab-8f2c-7c0d44b7f81d

Chicago Manual of Style (16th Edition):

Van Erk, M P (author). “Crossing the IJ.” 2016. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:8e548420-302e-49ab-8f2c-7c0d44b7f81d.

MLA Handbook (7th Edition):

Van Erk, M P (author). “Crossing the IJ.” 2016. Web. 25 Sep 2020.

Vancouver:

Van Erk MP(. Crossing the IJ. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:8e548420-302e-49ab-8f2c-7c0d44b7f81d.

Council of Science Editors:

Van Erk MP(. Crossing the IJ. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:8e548420-302e-49ab-8f2c-7c0d44b7f81d


Delft University of Technology

18. Moeken, T. (author). Hand in Hand: A Physical and Social connection in Rotterdam Zuid.

Degree: 2016, Delft University of Technology

MSc 4 Hyperbody graduation project. The first step worked out into an architectural solution to enhance the development of Rotterdam south.

Hyperbody

Architecture

Architecture and The Built Environment

Advisors/Committee Members: Bier, H.H. (mentor), Biloria, N. (mentor), Vollers, K. (mentor).

Subjects/Keywords: Hyperbody; bridge; Rotterdam

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APA (6th Edition):

Moeken, T. (. (2016). Hand in Hand: A Physical and Social connection in Rotterdam Zuid. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:35529676-1294-4e5a-9e95-97deef93f6a3

Chicago Manual of Style (16th Edition):

Moeken, T (author). “Hand in Hand: A Physical and Social connection in Rotterdam Zuid.” 2016. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:35529676-1294-4e5a-9e95-97deef93f6a3.

MLA Handbook (7th Edition):

Moeken, T (author). “Hand in Hand: A Physical and Social connection in Rotterdam Zuid.” 2016. Web. 25 Sep 2020.

Vancouver:

Moeken T(. Hand in Hand: A Physical and Social connection in Rotterdam Zuid. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:35529676-1294-4e5a-9e95-97deef93f6a3.

Council of Science Editors:

Moeken T(. Hand in Hand: A Physical and Social connection in Rotterdam Zuid. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:35529676-1294-4e5a-9e95-97deef93f6a3


Tampereen ammattikorkeakoulu

19. Inha, Maria. Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen.

Degree: 2012, Tampereen ammattikorkeakoulu

Yrittäjäksi ryhtyminen on prosessi, jonka vaikutteina toimivat tutkitusti henkilön luonteenpiirteet sekä vallitsevat tausta- ja tilannetekijät. Nokia Bridge -ohjelma tukee irtisanomisuhan alla olevia yrittäjäksi ryhtyviä nokialaisia… (more)

Subjects/Keywords: Nokia Bridge -ohjelma

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APA (6th Edition):

Inha, M. (2012). Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen. (Thesis). Tampereen ammattikorkeakoulu. Retrieved from http://www.theseus.fi/handle/10024/52495

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):

Inha, Maria. “Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen.” 2012. Thesis, Tampereen ammattikorkeakoulu. Accessed September 25, 2020. http://www.theseus.fi/handle/10024/52495.

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

MLA Handbook (7th Edition):

Inha, Maria. “Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen.” 2012. Web. 25 Sep 2020.

Vancouver:

Inha M. Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen. [Internet] [Thesis]. Tampereen ammattikorkeakoulu; 2012. [cited 2020 Sep 25]. Available from: http://www.theseus.fi/handle/10024/52495.

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

Council of Science Editors:

Inha M. Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen. [Thesis]. Tampereen ammattikorkeakoulu; 2012. Available from: http://www.theseus.fi/handle/10024/52495

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


University of Birmingham

20. McRobbie, Stuart Grant. Development of an image based system for routine visual inspection of UK highways bridges.

Degree: d_ph, College of Engineering & Physical Sciences, 2015, University of Birmingham

 Accurate inspection data is important for efficient bridge management. Visual inspections play a key role in providing this information, but the reliability of such data… (more)

Subjects/Keywords: TG Bridge engineering

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

APA (6th Edition):

McRobbie, S. G. (2015). Development of an image based system for routine visual inspection of UK highways bridges. (Thesis). University of Birmingham. Retrieved from http://etheses.bham.ac.uk//id/eprint/6184/

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):

McRobbie, Stuart Grant. “Development of an image based system for routine visual inspection of UK highways bridges.” 2015. Thesis, University of Birmingham. Accessed September 25, 2020. http://etheses.bham.ac.uk//id/eprint/6184/.

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

MLA Handbook (7th Edition):

McRobbie, Stuart Grant. “Development of an image based system for routine visual inspection of UK highways bridges.” 2015. Web. 25 Sep 2020.

Vancouver:

McRobbie SG. Development of an image based system for routine visual inspection of UK highways bridges. [Internet] [Thesis]. University of Birmingham; 2015. [cited 2020 Sep 25]. Available from: http://etheses.bham.ac.uk//id/eprint/6184/.

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

Council of Science Editors:

McRobbie SG. Development of an image based system for routine visual inspection of UK highways bridges. [Thesis]. University of Birmingham; 2015. Available from: http://etheses.bham.ac.uk//id/eprint/6184/

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


University of Florida

21. Guan, Shanyue. Smart Radar Sensor for Structural Health Monitoring.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2017, University of Florida

 Structural health monitoring technologies have developed quickly in last two decades in an effort to achieve structural and operational safety of civil infrastructure. However, many… (more)

Subjects/Keywords: bridge  – monitoring  – radar

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

APA (6th Edition):

Guan, S. (2017). Smart Radar Sensor for Structural Health Monitoring. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0051469

Chicago Manual of Style (16th Edition):

Guan, Shanyue. “Smart Radar Sensor for Structural Health Monitoring.” 2017. Doctoral Dissertation, University of Florida. Accessed September 25, 2020. https://ufdc.ufl.edu/UFE0051469.

MLA Handbook (7th Edition):

Guan, Shanyue. “Smart Radar Sensor for Structural Health Monitoring.” 2017. Web. 25 Sep 2020.

Vancouver:

Guan S. Smart Radar Sensor for Structural Health Monitoring. [Internet] [Doctoral dissertation]. University of Florida; 2017. [cited 2020 Sep 25]. Available from: https://ufdc.ufl.edu/UFE0051469.

Council of Science Editors:

Guan S. Smart Radar Sensor for Structural Health Monitoring. [Doctoral Dissertation]. University of Florida; 2017. Available from: https://ufdc.ufl.edu/UFE0051469


California State University – Sacramento

22. Abu Ghneam, Ivan. Refined analysis of a curved bridge & comparison with spine analysis ???an illustrative example???.

Degree: MS, Structural Engineering, 2020, California State University – Sacramento

 The purpose of this study is to illustrate the 3-D modeling of typical bridges by using the N215-W210 connector bridge in San Bernardino, California as… (more)

Subjects/Keywords: curved bridge analysis

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

APA (6th Edition):

Abu Ghneam, I. (2020). Refined analysis of a curved bridge & comparison with spine analysis ???an illustrative example???. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.3/215241

Chicago Manual of Style (16th Edition):

Abu Ghneam, Ivan. “Refined analysis of a curved bridge & comparison with spine analysis ???an illustrative example???.” 2020. Masters Thesis, California State University – Sacramento. Accessed September 25, 2020. http://hdl.handle.net/10211.3/215241.

MLA Handbook (7th Edition):

Abu Ghneam, Ivan. “Refined analysis of a curved bridge & comparison with spine analysis ???an illustrative example???.” 2020. Web. 25 Sep 2020.

Vancouver:

Abu Ghneam I. Refined analysis of a curved bridge & comparison with spine analysis ???an illustrative example???. [Internet] [Masters thesis]. California State University – Sacramento; 2020. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10211.3/215241.

Council of Science Editors:

Abu Ghneam I. Refined analysis of a curved bridge & comparison with spine analysis ???an illustrative example???. [Masters Thesis]. California State University – Sacramento; 2020. Available from: http://hdl.handle.net/10211.3/215241


Colorado State University

23. Vemuri, Sri Harsha. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay.

Degree: MS(M.S.), Civil and Environmental Engineering, 2016, Colorado State University

 The average age of bridges in the USA is 42 years. The life expectancy of a majority of these bridges is 50 years. At the… (more)

Subjects/Keywords: bridge deck evaluation; GPR; NDE; bridge deck inspection; bridge deck; IR

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

APA (6th Edition):

Vemuri, S. H. (2016). Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/173481

Chicago Manual of Style (16th Edition):

Vemuri, Sri Harsha. “Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay.” 2016. Masters Thesis, Colorado State University. Accessed September 25, 2020. http://hdl.handle.net/10217/173481.

MLA Handbook (7th Edition):

Vemuri, Sri Harsha. “Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay.” 2016. Web. 25 Sep 2020.

Vancouver:

Vemuri SH. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10217/173481.

Council of Science Editors:

Vemuri SH. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/173481


University of Minnesota

24. Gastineau, Andrew. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges.

Degree: PhD, Civil Engineering, 2013, University of Minnesota

 Many of the bridges in the United States are being used beyond their initial design intentions, classified as structurally deficient, and are in need of… (more)

Subjects/Keywords: Bridge Engineering; Bridge Health Monitoring; Bridge Rehabilitation; Response Modification; Structural Control

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

APA (6th Edition):

Gastineau, A. (2013). Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/162473

Chicago Manual of Style (16th Edition):

Gastineau, Andrew. “Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges.” 2013. Doctoral Dissertation, University of Minnesota. Accessed September 25, 2020. http://hdl.handle.net/11299/162473.

MLA Handbook (7th Edition):

Gastineau, Andrew. “Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges.” 2013. Web. 25 Sep 2020.

Vancouver:

Gastineau A. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. [Internet] [Doctoral dissertation]. University of Minnesota; 2013. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11299/162473.

Council of Science Editors:

Gastineau A. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. [Doctoral Dissertation]. University of Minnesota; 2013. Available from: http://hdl.handle.net/11299/162473


Anna University

25. Muthuraj M P. Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;.

Degree: Glass fibre reinforced polymer bridge deck panels, 2014, Anna University

Bridges are the most important parts of the transportation infrastructure in our day to day life The construction of the bridge structural components is very… (more)

Subjects/Keywords: Bridge deck panels; Bridge structural components; Civil engineering; Glass fibre reinforced polymer bridge deck panels

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APA (6th Edition):

P, M. M. (2014). Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/23022

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):

P, Muthuraj M. “Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;.” 2014. Thesis, Anna University. Accessed September 25, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/23022.

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

MLA Handbook (7th Edition):

P, Muthuraj M. “Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;.” 2014. Web. 25 Sep 2020.

Vancouver:

P MM. Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Sep 25]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/23022.

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

Council of Science Editors:

P MM. Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/23022

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


Michigan Technological University

26. Kendrick, Thomas J. Review of Recent Research toward Complex Bridge Management.

Degree: MS, Department of Civil and Environmental Engineering, 2016, Michigan Technological University

  Due to their complexity, size, or other unique features, complex bridges often have different inspection and management procedures than their non-complex counterparts. The inspection… (more)

Subjects/Keywords: complex bridge; bridge management; element level data; bridge inspection; Structural Engineering; Transportation Engineering

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APA (6th Edition):

Kendrick, T. J. (2016). Review of Recent Research toward Complex Bridge Management. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etdr/180

Chicago Manual of Style (16th Edition):

Kendrick, Thomas J. “Review of Recent Research toward Complex Bridge Management.” 2016. Masters Thesis, Michigan Technological University. Accessed September 25, 2020. http://digitalcommons.mtu.edu/etdr/180.

MLA Handbook (7th Edition):

Kendrick, Thomas J. “Review of Recent Research toward Complex Bridge Management.” 2016. Web. 25 Sep 2020.

Vancouver:

Kendrick TJ. Review of Recent Research toward Complex Bridge Management. [Internet] [Masters thesis]. Michigan Technological University; 2016. [cited 2020 Sep 25]. Available from: http://digitalcommons.mtu.edu/etdr/180.

Council of Science Editors:

Kendrick TJ. Review of Recent Research toward Complex Bridge Management. [Masters Thesis]. Michigan Technological University; 2016. Available from: http://digitalcommons.mtu.edu/etdr/180


Delft University of Technology

27. Papangelopoulou, Popi (author). Modular series of FRP pedestrian bridges: The example of Tanthof Delft.

Degree: 2017, Delft University of Technology

Bridges are of one of the most important infrastructures in the Netherlands. Due to Dutch landscape bridges of every size and types are needed in… (more)

Subjects/Keywords: modular design; modular manufacturing; FRP; sandwich FRP; bridge series; pedestrian bridge; bridge design

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

APA (6th Edition):

Papangelopoulou, P. (. (2017). Modular series of FRP pedestrian bridges: The example of Tanthof Delft. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:46570b32-c68d-4a2d-8806-02876b5d70b0

Chicago Manual of Style (16th Edition):

Papangelopoulou, Popi (author). “Modular series of FRP pedestrian bridges: The example of Tanthof Delft.” 2017. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:46570b32-c68d-4a2d-8806-02876b5d70b0.

MLA Handbook (7th Edition):

Papangelopoulou, Popi (author). “Modular series of FRP pedestrian bridges: The example of Tanthof Delft.” 2017. Web. 25 Sep 2020.

Vancouver:

Papangelopoulou P(. Modular series of FRP pedestrian bridges: The example of Tanthof Delft. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:46570b32-c68d-4a2d-8806-02876b5d70b0.

Council of Science Editors:

Papangelopoulou P(. Modular series of FRP pedestrian bridges: The example of Tanthof Delft. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:46570b32-c68d-4a2d-8806-02876b5d70b0


University of Illinois – Urbana-Champaign

28. Luo, Jie. Seismic performance assessment of quasi-isolated highway bridges with seat-type abutments.

Degree: PhD, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Seismic isolation is one of the most popular strategies to protect civil engineering structures against earthquake hazards. For highway bridges, isolation physically decouples a bridge(more)

Subjects/Keywords: seismic isolation; highway bridge; seismic assessment; bridge abutments; bridge design; earthquake-resistant structures

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APA (6th Edition):

Luo, J. (2016). Seismic performance assessment of quasi-isolated highway bridges with seat-type abutments. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/95576

Chicago Manual of Style (16th Edition):

Luo, Jie. “Seismic performance assessment of quasi-isolated highway bridges with seat-type abutments.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed September 25, 2020. http://hdl.handle.net/2142/95576.

MLA Handbook (7th Edition):

Luo, Jie. “Seismic performance assessment of quasi-isolated highway bridges with seat-type abutments.” 2016. Web. 25 Sep 2020.

Vancouver:

Luo J. Seismic performance assessment of quasi-isolated highway bridges with seat-type abutments. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/2142/95576.

Council of Science Editors:

Luo J. Seismic performance assessment of quasi-isolated highway bridges with seat-type abutments. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/95576


Brno University of Technology

29. Němec, Martin. Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava.

Degree: 2019, Brno University of Technology

 Diploma thesis is focused on design of road bridge bearing structure over road in Jihlava. The construction is girder with 3 fields beard by local… (more)

Subjects/Keywords: Předpětí; spojitý most; most; trámový most; Prestress; continuous bridge; bridge; girder bridge

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APA (6th Edition):

Němec, M. (2019). Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64194

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):

Němec, Martin. “Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava.” 2019. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/64194.

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

MLA Handbook (7th Edition):

Němec, Martin. “Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava.” 2019. Web. 25 Sep 2020.

Vancouver:

Němec M. Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/64194.

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

Council of Science Editors:

Němec M. Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64194

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

30. Lim, Richard. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.

Degree: MASc (Master of Applied Science/Ma??trise ??s sciences appliqu??es), Civil Engineering/G??nie civil, 2016, Royal Military College of Canada

Structural Health Monitoring (SHM) is a field of growing importance in Civil Engineering and its use has grown significantly during the past decade. The ability… (more)

Subjects/Keywords: Structural Monitoring; FRP; Bridge; SHM

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APA (6th Edition):

Lim, R. (2016). STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. (Masters Thesis). Royal Military College of Canada. Retrieved from http://hdl.handle.net/11264/902

Chicago Manual of Style (16th Edition):

Lim, Richard. “STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.” 2016. Masters Thesis, Royal Military College of Canada. Accessed September 25, 2020. http://hdl.handle.net/11264/902.

MLA Handbook (7th Edition):

Lim, Richard. “STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.” 2016. Web. 25 Sep 2020.

Vancouver:

Lim R. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. [Internet] [Masters thesis]. Royal Military College of Canada; 2016. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11264/902.

Council of Science Editors:

Lim R. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. [Masters Thesis]. Royal Military College of Canada; 2016. Available from: http://hdl.handle.net/11264/902

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