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You searched for subject:(bridge). Showing records 1 – 30 of 2412 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

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 22, 2019. http://hdl.handle.net/11143/5495.

MLA Handbook (7th Edition):

Trépanier, Maude. “Développement d'un concept de pont ferroviaire mobile .” 2011. Web. 22 Sep 2019.

Vancouver:

Trépanier M. Développement d'un concept de pont ferroviaire mobile . [Internet] [Masters thesis]. Université de Sherbrooke; 2011. [cited 2019 Sep 22]. 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 22, 2019. 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. 22 Sep 2019.

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 2019 Sep 22]. 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: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151369

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):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Thesis, Texas A&M University. Accessed September 22, 2019. http://hdl.handle.net/1969.1/151369.

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

MLA Handbook (7th Edition):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Web. 22 Sep 2019.

Vancouver:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/1969.1/151369.

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

Council of Science Editors:

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

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


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 22, 2019. 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. 22 Sep 2019.

Vancouver:

Boon-intra S. Development of a guideline for estimating tsunami forces on bridge superstructures. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Sep 22]. 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


Addis Ababa University

5. 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 22, 2019. 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. 22 Sep 2019.

Vancouver:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Sep 22]. 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


Penn State University

6. Cervo, Nicholas Michael. Evaluation of Bridge Deck Patching Materials.

Degree: MS, Civil Engineering, 2008, Penn State University

 The deterioration of bridge decks in Pennsylvania is becoming an increasing concern. With the abundance of recent media coverage on bridge collapses, and the poor… (more)

Subjects/Keywords: bridge repair; patching materials; bridge deck

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APA (6th Edition):

Cervo, N. M. (2008). Evaluation of Bridge Deck Patching Materials. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8143

Chicago Manual of Style (16th Edition):

Cervo, Nicholas Michael. “Evaluation of Bridge Deck Patching Materials.” 2008. Masters Thesis, Penn State University. Accessed September 22, 2019. https://etda.libraries.psu.edu/catalog/8143.

MLA Handbook (7th Edition):

Cervo, Nicholas Michael. “Evaluation of Bridge Deck Patching Materials.” 2008. Web. 22 Sep 2019.

Vancouver:

Cervo NM. Evaluation of Bridge Deck Patching Materials. [Internet] [Masters thesis]. Penn State University; 2008. [cited 2019 Sep 22]. Available from: https://etda.libraries.psu.edu/catalog/8143.

Council of Science Editors:

Cervo NM. Evaluation of Bridge Deck Patching Materials. [Masters Thesis]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/8143


Delft University of Technology

7. Jongstra, E. 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. “Partially prestressed railway bridge:.” 2015. Masters Thesis, Delft University of Technology. Accessed September 22, 2019. http://resolver.tudelft.nl/uuid:d5c33e2e-b6d7-4694-a9b4-7a7fe7129ec9.

MLA Handbook (7th Edition):

Jongstra, E. “Partially prestressed railway bridge:.” 2015. Web. 22 Sep 2019.

Vancouver:

Jongstra E. Partially prestressed railway bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Sep 22]. 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

8. Oostra, A.J. 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. “Ultra-high performance fiber-reinforced concrete in incremental bridge launching:.” 2015. Masters Thesis, Delft University of Technology. Accessed September 22, 2019. http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345.

MLA Handbook (7th Edition):

Oostra, A J. “Ultra-high performance fiber-reinforced concrete in incremental bridge launching:.” 2015. Web. 22 Sep 2019.

Vancouver:

Oostra AJ. Ultra-high performance fiber-reinforced concrete in incremental bridge launching:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Sep 22]. 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

9. Moerman, M.G.C. Developing the bridge championship table of the future:.

Degree: 2011, Delft University of Technology

 Developing a new bridge championship table and exploring the world of the card game contract bridge. An analysis of the present used table, the surroundings… (more)

Subjects/Keywords: table; foldable; bridge; contract bridge; card game

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APA (6th Edition):

Moerman, M. G. C. (2011). Developing the bridge championship table of the future:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f6f3d11d-8878-4422-b65a-9e7f1b639a88

Chicago Manual of Style (16th Edition):

Moerman, M G C. “Developing the bridge championship table of the future:.” 2011. Masters Thesis, Delft University of Technology. Accessed September 22, 2019. http://resolver.tudelft.nl/uuid:f6f3d11d-8878-4422-b65a-9e7f1b639a88.

MLA Handbook (7th Edition):

Moerman, M G C. “Developing the bridge championship table of the future:.” 2011. Web. 22 Sep 2019.

Vancouver:

Moerman MGC. Developing the bridge championship table of the future:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Sep 22]. Available from: http://resolver.tudelft.nl/uuid:f6f3d11d-8878-4422-b65a-9e7f1b639a88.

Council of Science Editors:

Moerman MGC. Developing the bridge championship table of the future:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:f6f3d11d-8878-4422-b65a-9e7f1b639a88


University of Waterloo

10. 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 22, 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. 22 Sep 2019.

Vancouver:

Chen Y. Innovative Shear Connections for the Accelerated Construction of Composite Bridges. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2019 Sep 22]. 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

11. 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/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 22, 2019. http://eprints.uthm.edu.my/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. 22 Sep 2019.

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 2019 Sep 22]. Available from: http://eprints.uthm.edu.my/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/5452/


Texas A&M University

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149606

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):

Ortiz, Laura Marie. “Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.” 2013. Thesis, Texas A&M University. Accessed September 22, 2019. http://hdl.handle.net/1969.1/149606.

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

MLA Handbook (7th Edition):

Ortiz, Laura Marie. “Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.” 2013. Web. 22 Sep 2019.

Vancouver:

Ortiz LM. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/1969.1/149606.

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

Council of Science Editors:

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

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


Purdue University

13. 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 22, 2019. 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. 22 Sep 2019.

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 2019 Sep 22]. 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

14. 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 22, 2019. 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. 22 Sep 2019.

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 2019 Sep 22]. 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

15. 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 (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 22, 2019. 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. 22 Sep 2019.

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 2019 Sep 22]. 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


Virginia Tech

16. Kong, Ye. Bridging.

Degree: M. Arch., Industrial Design, 2019, Virginia Tech

 It all started with one of my deep memories  – when I was a child, and first saw QINGMING FESTIVAL, a masterpiece created by great… (more)

Subjects/Keywords: urban scale; bridge

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APA (6th Edition):

Kong, Y. (2019). Bridging. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/86751

Chicago Manual of Style (16th Edition):

Kong, Ye. “Bridging.” 2019. Masters Thesis, Virginia Tech. Accessed September 22, 2019. http://hdl.handle.net/10919/86751.

MLA Handbook (7th Edition):

Kong, Ye. “Bridging.” 2019. Web. 22 Sep 2019.

Vancouver:

Kong Y. Bridging. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10919/86751.

Council of Science Editors:

Kong Y. Bridging. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/86751


University of Birmingham

17. 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 22, 2019. 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. 22 Sep 2019.

Vancouver:

McRobbie SG. Development of an image based system for routine visual inspection of UK highways bridges. [Internet] [Thesis]. University of Birmingham; 2015. [cited 2019 Sep 22]. 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


Delft University of Technology

18. Moeken, T. 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. Advisors/Committee Members: Bier, H.H., Biloria, N., Vollers, K..

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. “Hand in Hand: A Physical and Social connection in Rotterdam Zuid:.” 2016. Masters Thesis, Delft University of Technology. Accessed September 22, 2019. http://resolver.tudelft.nl/uuid:35529676-1294-4e5a-9e95-97deef93f6a3.

MLA Handbook (7th Edition):

Moeken, T. “Hand in Hand: A Physical and Social connection in Rotterdam Zuid:.” 2016. Web. 22 Sep 2019.

Vancouver:

Moeken T. Hand in Hand: A Physical and Social connection in Rotterdam Zuid:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Sep 22]. 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


Delft University of Technology

19. Van Erk, M.P. 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. “Crossing the IJ:.” 2016. Masters Thesis, Delft University of Technology. Accessed September 22, 2019. http://resolver.tudelft.nl/uuid:8e548420-302e-49ab-8f2c-7c0d44b7f81d.

MLA Handbook (7th Edition):

Van Erk, M P. “Crossing the IJ:.” 2016. Web. 22 Sep 2019.

Vancouver:

Van Erk MP. Crossing the IJ:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Sep 22]. 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


University of Florida

20. 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 http://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 22, 2019. http://ufdc.ufl.edu/UFE0051469.

MLA Handbook (7th Edition):

Guan, Shanyue. “Smart Radar Sensor for Structural Health Monitoring.” 2017. Web. 22 Sep 2019.

Vancouver:

Guan S. Smart Radar Sensor for Structural Health Monitoring. [Internet] [Doctoral dissertation]. University of Florida; 2017. [cited 2019 Sep 22]. Available from: http://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: http://ufdc.ufl.edu/UFE0051469

21. Ohadi, Alireza. Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration.

Degree: PhD, 2017, City, University of London

Bridge components are subjected to deterioration factors such as aggressive environment, corrosion, chemical attack etc. that can result in a loss of load capacity and… (more)

Subjects/Keywords: TG Bridge engineering

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APA (6th Edition):

Ohadi, A. (2017). Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration. (Doctoral Dissertation). City, University of London. Retrieved from http://openaccess.city.ac.uk/22095/ ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.775024

Chicago Manual of Style (16th Edition):

Ohadi, Alireza. “Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration.” 2017. Doctoral Dissertation, City, University of London. Accessed September 22, 2019. http://openaccess.city.ac.uk/22095/ ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.775024.

MLA Handbook (7th Edition):

Ohadi, Alireza. “Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration.” 2017. Web. 22 Sep 2019.

Vancouver:

Ohadi A. Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration. [Internet] [Doctoral dissertation]. City, University of London; 2017. [cited 2019 Sep 22]. Available from: http://openaccess.city.ac.uk/22095/ ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.775024.

Council of Science Editors:

Ohadi A. Adaptive inspection regime for reinforced concrete short to medium span bridges with stochastic deterioration. [Doctoral Dissertation]. City, University of London; 2017. Available from: http://openaccess.city.ac.uk/22095/ ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.775024

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

Degree: 2012, Theseus

 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). Theseus. 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, Theseus. Accessed September 22, 2019. 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. 22 Sep 2019.

Vancouver:

Inha M. Nokia Bridge -ohjelmasta yrittäjäksi ryhtyminen . [Internet] [Thesis]. Theseus; 2012. [cited 2019 Sep 22]. 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]. Theseus; 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 Minnesota

23. 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 (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 22, 2019. 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. 22 Sep 2019.

Vancouver:

Gastineau A. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. [Internet] [Doctoral dissertation]. University of Minnesota; 2013. [cited 2019 Sep 22]. 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


Colorado State University

24. 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 (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 22, 2019. 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. 22 Sep 2019.

Vancouver:

Vemuri SH. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2019 Sep 22]. 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


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 22, 2019. 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. 22 Sep 2019.

Vancouver:

P MM. Analytical and experimental studies on the behaviour of glass fibre reinforced plastic bridge deck panels;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Sep 22]. 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 22, 2019. http://digitalcommons.mtu.edu/etdr/180.

MLA Handbook (7th Edition):

Kendrick, Thomas J. “Review of Recent Research toward Complex Bridge Management.” 2016. Web. 22 Sep 2019.

Vancouver:

Kendrick TJ. Review of Recent Research toward Complex Bridge Management. [Internet] [Masters thesis]. Michigan Technological University; 2016. [cited 2019 Sep 22]. 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


Iowa State University

27. Morandeira-Alonso, David Andres. Rapid bridge deck joint repair investigation - Phase III.

Degree: 2018, Iowa State University

 Accelerated Bridge Construction (ABC) technologies are changing the ways State Departments of Transportation (DOTs) do business. Subsequently, a three-phase project on the Rapid Bridge Deck… (more)

Subjects/Keywords: bridge deck; bridge joint repair; bridge maintenance; expansion joint replacement; Civil Engineering

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APA (6th Edition):

Morandeira-Alonso, D. A. (2018). Rapid bridge deck joint repair investigation - Phase III. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/16420

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):

Morandeira-Alonso, David Andres. “Rapid bridge deck joint repair investigation - Phase III.” 2018. Thesis, Iowa State University. Accessed September 22, 2019. https://lib.dr.iastate.edu/etd/16420.

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

MLA Handbook (7th Edition):

Morandeira-Alonso, David Andres. “Rapid bridge deck joint repair investigation - Phase III.” 2018. Web. 22 Sep 2019.

Vancouver:

Morandeira-Alonso DA. Rapid bridge deck joint repair investigation - Phase III. [Internet] [Thesis]. Iowa State University; 2018. [cited 2019 Sep 22]. Available from: https://lib.dr.iastate.edu/etd/16420.

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

Council of Science Editors:

Morandeira-Alonso DA. Rapid bridge deck joint repair investigation - Phase III. [Thesis]. Iowa State University; 2018. Available from: https://lib.dr.iastate.edu/etd/16420

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


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 22, 2019. 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. 22 Sep 2019.

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 2019 Sep 22]. 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 .

Degree: 2017, Brno University of Technology

 Diplomová práce „Most na silnici I/38 v Jihlavě“ se zabývá převedením silniční dopravy. Pro konstrukci mostu byl navržen dvoutrám. Výpočty byly prováděny v programu Scia… (more)

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

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APA (6th Edition):

Němec, M. (2017). Most na silnici I/38 v Jihlavě . (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 .” 2017. Thesis, Brno University of Technology. Accessed September 22, 2019. 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 .” 2017. Web. 22 Sep 2019.

Vancouver:

Němec M. Most na silnici I/38 v Jihlavě . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Sep 22]. 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 . [Thesis]. Brno University of Technology; 2017. 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 22, 2019. 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. 22 Sep 2019.

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 2019 Sep 22]. 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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