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You searched for subject:(Highway AND bridge). Showing records 1 – 30 of 36 total matches.

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Addis Ababa University

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

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 October 23, 2017. 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. 23 Oct 2017.

Vancouver:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2017 Oct 23]. 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


Addis Ababa University

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

Degree: 2014, 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; load combinations; loads; fatigue

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APA (6th Edition):

Nuruye, A. (2014). 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/123456789/4313

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 .” 2014. Thesis, Addis Ababa University. Accessed October 23, 2017. http://etd.aau.edu.et/dspace/handle/123456789/4313.

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 .” 2014. Web. 23 Oct 2017.

Vancouver:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2017 Oct 23]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4313.

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; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4313

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


Virginia Tech

3. Liu, Jianqiu. Parametric Model for Assessing Factors that Influence Highway Bridge Service Life.

Degree: Civil Engineering, 2009, Virginia Tech

 Infrastructure management must move from a perspective that may singularly emphasize facility condition assessment to a broader view that involves nonphysical factors, which may substantially… (more)

Subjects/Keywords: Service Life; System Dynamics; Highway Bridge; Parametric Model

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APA (6th Edition):

Liu, J. (2009). Parametric Model for Assessing Factors that Influence Highway Bridge Service Life. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/37393

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):

Liu, Jianqiu. “Parametric Model for Assessing Factors that Influence Highway Bridge Service Life.” 2009. Thesis, Virginia Tech. Accessed October 23, 2017. http://hdl.handle.net/10919/37393.

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

MLA Handbook (7th Edition):

Liu, Jianqiu. “Parametric Model for Assessing Factors that Influence Highway Bridge Service Life.” 2009. Web. 23 Oct 2017.

Vancouver:

Liu J. Parametric Model for Assessing Factors that Influence Highway Bridge Service Life. [Internet] [Thesis]. Virginia Tech; 2009. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/10919/37393.

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

Council of Science Editors:

Liu J. Parametric Model for Assessing Factors that Influence Highway Bridge Service Life. [Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/37393

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


University of Birmingham

4. Bhattacharyya, Shyamal Kumar. Highway embankment design in Bangladesh.

Degree: Civil Engineering, 2009, University of Birmingham

 At present there is no systematic approach for the design of highway embankments in Bangladesh. To address this issue, this thesis presents a methodology which… (more)

Subjects/Keywords: TG Bridge engineering; TE Highway engineering. Roads and pavements

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APA (6th Edition):

Bhattacharyya, S. K. (2009). Highway embankment design in Bangladesh. (Thesis). University of Birmingham. Retrieved from http://etheses.bham.ac.uk/406/

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):

Bhattacharyya, Shyamal Kumar. “Highway embankment design in Bangladesh.” 2009. Thesis, University of Birmingham. Accessed October 23, 2017. http://etheses.bham.ac.uk/406/.

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

MLA Handbook (7th Edition):

Bhattacharyya, Shyamal Kumar. “Highway embankment design in Bangladesh.” 2009. Web. 23 Oct 2017.

Vancouver:

Bhattacharyya SK. Highway embankment design in Bangladesh. [Internet] [Thesis]. University of Birmingham; 2009. [cited 2017 Oct 23]. Available from: http://etheses.bham.ac.uk/406/.

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

Council of Science Editors:

Bhattacharyya SK. Highway embankment design in Bangladesh. [Thesis]. University of Birmingham; 2009. Available from: http://etheses.bham.ac.uk/406/

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


Delft University of Technology

5. Yip, T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:.

Degree: 2015, Delft University of Technology

 The purpose of this MSc thesis is to find a feasible concept for a circa 4500 m long buoyancy bridge, which is located at the… (more)

Subjects/Keywords: buoyancy bridge; lattice bridge girder; pontoons; steel cables; anchoring system; steel; bridge; floating bridge; cables; Scia Engineer; modeling; Sognefjord; Coastal Highway E39; Norway; floating; fjord; feasibility

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APA (6th Edition):

Yip, T. (2015). Long Span Buoyancy Bridge with Submerged Cable Anchoring:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2

Chicago Manual of Style (16th Edition):

Yip, T. “Long Span Buoyancy Bridge with Submerged Cable Anchoring:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 23, 2017. http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2.

MLA Handbook (7th Edition):

Yip, T. “Long Span Buoyancy Bridge with Submerged Cable Anchoring:.” 2015. Web. 23 Oct 2017.

Vancouver:

Yip T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2017 Oct 23]. Available from: http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2.

Council of Science Editors:

Yip T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:a78ef928-b13d-4a92-bf21-266e562886f2


University of Kansas

6. Kim, Seonghoon. Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2008, University of Kansas

 Existing on-site construction productivity measurement methods have some common limitations, such as the inability to provide data to engineers and project managers for real-time analyses… (more)

Subjects/Keywords: Civil engineering; Benchmarking; Construction; Highway and bridge; Measurement; Real-time productivity; Wireless

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APA (6th Edition):

Kim, S. (2008). Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/4352

Chicago Manual of Style (16th Edition):

Kim, Seonghoon. “Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations.” 2008. Doctoral Dissertation, University of Kansas. Accessed October 23, 2017. http://hdl.handle.net/1808/4352.

MLA Handbook (7th Edition):

Kim, Seonghoon. “Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations.” 2008. Web. 23 Oct 2017.

Vancouver:

Kim S. Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations. [Internet] [Doctoral dissertation]. University of Kansas; 2008. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/1808/4352.

Council of Science Editors:

Kim S. Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations. [Doctoral Dissertation]. University of Kansas; 2008. Available from: http://hdl.handle.net/1808/4352


Virginia Tech

7. Nahid, Mohammad N. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.

Degree: PhD, Mechanical Engineering, 2015, Virginia Tech

 The exposure from a localized vehicle fire has been observed to produce excessive damage onto highway bridge structural elements including complete collapse of the infrastructure.… (more)

Subjects/Keywords: Highway Bridge; Fire; Plate Girder; Tub Girder; Structural Analysis; Coupled Analysis; FDS; ABAQUS

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

APA (6th Edition):

Nahid, M. N. (2015). Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73909

Chicago Manual of Style (16th Edition):

Nahid, Mohammad N. “Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.” 2015. Doctoral Dissertation, Virginia Tech. Accessed October 23, 2017. http://hdl.handle.net/10919/73909.

MLA Handbook (7th Edition):

Nahid, Mohammad N. “Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.” 2015. Web. 23 Oct 2017.

Vancouver:

Nahid MN. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/10919/73909.

Council of Science Editors:

Nahid MN. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/73909


University of Texas – Austin

8. Sammarco, Eric Louis. Development of simplified dynamic response models for blast-loaded bridge components.

Degree: Civil, Architectural, and Environmental Engineering, 2014, University of Texas – Austin

 International terrorist organizations have been active across the globe for decades, but attacks against public surface transportation infrastructure constitute a recent trend. Statistical data from… (more)

Subjects/Keywords: Blast; Dynamic analysis; Bridges; Terrorist attack; Direct shear; Highway bridges; Public highway; Bridge security; Bridge analysis; Bridge design; RC component response models; Blast-loaded bridge components; Dynamic response models; Vulnerability assessment software; Blast-resistant bridges

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

APA (6th Edition):

Sammarco, E. L. (2014). Development of simplified dynamic response models for blast-loaded bridge components. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47186

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):

Sammarco, Eric Louis. “Development of simplified dynamic response models for blast-loaded bridge components.” 2014. Thesis, University of Texas – Austin. Accessed October 23, 2017. http://hdl.handle.net/2152/47186.

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

MLA Handbook (7th Edition):

Sammarco, Eric Louis. “Development of simplified dynamic response models for blast-loaded bridge components.” 2014. Web. 23 Oct 2017.

Vancouver:

Sammarco EL. Development of simplified dynamic response models for blast-loaded bridge components. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/2152/47186.

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

Council of Science Editors:

Sammarco EL. Development of simplified dynamic response models for blast-loaded bridge components. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/47186

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


Brno University of Technology

9. Pěkník, Robin. Obloukový most přes dálnici .

Degree: 2015, Brno University of Technology

 Předmětem diplomové práce je návrh silničního mostu přes dálnici D1 u města Přerov. Ze tří navržených variant byl pro podrobnou analýzu vybrán most se samokotvenou… (more)

Subjects/Keywords: most; betonový most; dálniční nadjezd; předpjatý beton; samokotvená konstrukce; obloukový most; betonový oblouk; bridge; concrete bridge; highway fly-over; prestressed concrete; self-anchored construction; arch bridge; concrete arch

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APA (6th Edition):

Pěkník, R. (2015). Obloukový most přes dálnici . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37872

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):

Pěkník, Robin. “Obloukový most přes dálnici .” 2015. Thesis, Brno University of Technology. Accessed October 23, 2017. http://hdl.handle.net/11012/37872.

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

MLA Handbook (7th Edition):

Pěkník, Robin. “Obloukový most přes dálnici .” 2015. Web. 23 Oct 2017.

Vancouver:

Pěkník R. Obloukový most přes dálnici . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/11012/37872.

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

Council of Science Editors:

Pěkník R. Obloukový most přes dálnici . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37872

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


University of Connecticut

10. Kolev, Valeri I. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut.

Degree: MS, Civil Engineering, 2015, University of Connecticut

  Proper management and maintenance of the highway transportation network is extremely important for the economy of the United States. A key to preservation of… (more)

Subjects/Keywords: Bridge Weigh-in-Motion; Structural Monitoring; Data Collection; Highway Bridge; Girder Bridges; Live Loads; Load distribution; Bridge Maintenance; Load and Resistance Factor Design

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

APA (6th Edition):

Kolev, V. I. (2015). Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. (Masters Thesis). University of Connecticut. Retrieved from http://digitalcommons.uconn.edu/gs_theses/838

Chicago Manual of Style (16th Edition):

Kolev, Valeri I. “Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut.” 2015. Masters Thesis, University of Connecticut. Accessed October 23, 2017. http://digitalcommons.uconn.edu/gs_theses/838.

MLA Handbook (7th Edition):

Kolev, Valeri I. “Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut.” 2015. Web. 23 Oct 2017.

Vancouver:

Kolev VI. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. [Internet] [Masters thesis]. University of Connecticut; 2015. [cited 2017 Oct 23]. Available from: http://digitalcommons.uconn.edu/gs_theses/838.

Council of Science Editors:

Kolev VI. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. [Masters Thesis]. University of Connecticut; 2015. Available from: http://digitalcommons.uconn.edu/gs_theses/838


Vanderbilt University

11. Knight, Marcus Lynn. Quantitative Framework for Planning Highway Bridge Inspection and Assessment.

Degree: PhD, Civil Engineering, 2007, Vanderbilt University

 The overall objective of this study is to advance highway bridge inspection procedures from current subjective methods to a more quantitative, objective framework for assessment… (more)

Subjects/Keywords: latent class cluster analysis; highway bridge deterioration; highway bridge assessment; highway bridges; condition ratings; Bridges  – Inspection  – Management; Engineering inspection  – Planning

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

APA (6th Edition):

Knight, M. L. (2007). Quantitative Framework for Planning Highway Bridge Inspection and Assessment. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-04022007-154839/ ;

Chicago Manual of Style (16th Edition):

Knight, Marcus Lynn. “Quantitative Framework for Planning Highway Bridge Inspection and Assessment.” 2007. Doctoral Dissertation, Vanderbilt University. Accessed October 23, 2017. http://etd.library.vanderbilt.edu/available/etd-04022007-154839/ ;.

MLA Handbook (7th Edition):

Knight, Marcus Lynn. “Quantitative Framework for Planning Highway Bridge Inspection and Assessment.” 2007. Web. 23 Oct 2017.

Vancouver:

Knight ML. Quantitative Framework for Planning Highway Bridge Inspection and Assessment. [Internet] [Doctoral dissertation]. Vanderbilt University; 2007. [cited 2017 Oct 23]. Available from: http://etd.library.vanderbilt.edu/available/etd-04022007-154839/ ;.

Council of Science Editors:

Knight ML. Quantitative Framework for Planning Highway Bridge Inspection and Assessment. [Doctoral Dissertation]. Vanderbilt University; 2007. Available from: http://etd.library.vanderbilt.edu/available/etd-04022007-154839/ ;


Dublin Institute of Technology

12. Caprani, Colin C. Probalistic analysis of highway bridge traffic loading.

Degree: 2005, Dublin Institute of Technology

 Many bridges of the world’s highway networks have been in service for decades and are subject to escalating volumes of traffic. Consequently, there is a… (more)

Subjects/Keywords: bridge; loading; traffic; highway; Civil and Environmental Engineering; Engineering

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

APA (6th Edition):

Caprani, C. C. (2005). Probalistic analysis of highway bridge traffic loading. (Thesis). Dublin Institute of Technology. Retrieved from http://arrow.dit.ie/engschcivoth/1

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):

Caprani, Colin C. “Probalistic analysis of highway bridge traffic loading.” 2005. Thesis, Dublin Institute of Technology. Accessed October 23, 2017. http://arrow.dit.ie/engschcivoth/1.

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

MLA Handbook (7th Edition):

Caprani, Colin C. “Probalistic analysis of highway bridge traffic loading.” 2005. Web. 23 Oct 2017.

Vancouver:

Caprani CC. Probalistic analysis of highway bridge traffic loading. [Internet] [Thesis]. Dublin Institute of Technology; 2005. [cited 2017 Oct 23]. Available from: http://arrow.dit.ie/engschcivoth/1.

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

Council of Science Editors:

Caprani CC. Probalistic analysis of highway bridge traffic loading. [Thesis]. Dublin Institute of Technology; 2005. Available from: http://arrow.dit.ie/engschcivoth/1

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


Dublin Institute of Technology

13. Enright, Bernard. Simulation of Traffic Loading on Highway Bridges.

Degree: 2010, Dublin Institute of Technology

  This work is based on weigh-in-motion measurements for approximately three million trucks obtained from sites in five European countries. Techniques have been developed, supported… (more)

Subjects/Keywords: Bridge; loading; traffic; simulation; highway; probability; statistics; Civil engineering; Civil and Environmental Engineering; Engineering; Structural Engineering

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APA (6th Edition):

Enright, B. (2010). Simulation of Traffic Loading on Highway Bridges. (Thesis). Dublin Institute of Technology. Retrieved from http://arrow.dit.ie/engschcivoth/16

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):

Enright, Bernard. “Simulation of Traffic Loading on Highway Bridges.” 2010. Thesis, Dublin Institute of Technology. Accessed October 23, 2017. http://arrow.dit.ie/engschcivoth/16.

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

MLA Handbook (7th Edition):

Enright, Bernard. “Simulation of Traffic Loading on Highway Bridges.” 2010. Web. 23 Oct 2017.

Vancouver:

Enright B. Simulation of Traffic Loading on Highway Bridges. [Internet] [Thesis]. Dublin Institute of Technology; 2010. [cited 2017 Oct 23]. Available from: http://arrow.dit.ie/engschcivoth/16.

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

Council of Science Editors:

Enright B. Simulation of Traffic Loading on Highway Bridges. [Thesis]. Dublin Institute of Technology; 2010. Available from: http://arrow.dit.ie/engschcivoth/16

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


Ohio University

14. Santoso, Budi. Analysis of spread footing settlement for highway bridge foundation.

Degree: MS, Civil Engineering (Engineering), 1991, Ohio University

Highway bridge no. GRE-35-1199 was built in Greene county, Xenia, Ohio. The project was started on October 1990. During the bridge construction, performance of… (more)

Subjects/Keywords: Engineering, Civil; Spread Footing Settlement; Highway Bridge Foundation

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APA (6th Edition):

Santoso, B. (1991). Analysis of spread footing settlement for highway bridge foundation. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183737778

Chicago Manual of Style (16th Edition):

Santoso, Budi. “Analysis of spread footing settlement for highway bridge foundation.” 1991. Masters Thesis, Ohio University. Accessed October 23, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183737778.

MLA Handbook (7th Edition):

Santoso, Budi. “Analysis of spread footing settlement for highway bridge foundation.” 1991. Web. 23 Oct 2017.

Vancouver:

Santoso B. Analysis of spread footing settlement for highway bridge foundation. [Internet] [Masters thesis]. Ohio University; 1991. [cited 2017 Oct 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183737778.

Council of Science Editors:

Santoso B. Analysis of spread footing settlement for highway bridge foundation. [Masters Thesis]. Ohio University; 1991. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183737778


Utah State University

15. Zolghadri, Navid. Short and Long-Term Structural Health Monitoring of Highway Bridges.

Degree: PhD, Civil and Environmental Engineering, 2017, Utah State University

  Structural Health Monitoring (SHM) is a promising tool for condition assessment of bridge structures. SHM of bridges can be performed for different purposes in… (more)

Subjects/Keywords: Bridge Weigh-in-Motion; Dynamic Properties; Finite-element Model Updating; Highway Bridges; Structural Health Monitoring; Temperature Effects; Civil and Environmental Engineering

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APA (6th Edition):

Zolghadri, N. (2017). Short and Long-Term Structural Health Monitoring of Highway Bridges. (Doctoral Dissertation). Utah State University. Retrieved from http://digitalcommons.usu.edu/etd/5626

Chicago Manual of Style (16th Edition):

Zolghadri, Navid. “Short and Long-Term Structural Health Monitoring of Highway Bridges.” 2017. Doctoral Dissertation, Utah State University. Accessed October 23, 2017. http://digitalcommons.usu.edu/etd/5626.

MLA Handbook (7th Edition):

Zolghadri, Navid. “Short and Long-Term Structural Health Monitoring of Highway Bridges.” 2017. Web. 23 Oct 2017.

Vancouver:

Zolghadri N. Short and Long-Term Structural Health Monitoring of Highway Bridges. [Internet] [Doctoral dissertation]. Utah State University; 2017. [cited 2017 Oct 23]. Available from: http://digitalcommons.usu.edu/etd/5626.

Council of Science Editors:

Zolghadri N. Short and Long-Term Structural Health Monitoring of Highway Bridges. [Doctoral Dissertation]. Utah State University; 2017. Available from: http://digitalcommons.usu.edu/etd/5626

16. Revell, Jessica. Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance.

Degree: MS, 0106, 2013, University of Illinois – Urbana-Champaign

 The Illinois Department of Transportation (IDOT) commonly uses elastomeric bearings to accommodate thermal deformations in bridges, and these bearings also have potential utility in seismic… (more)

Subjects/Keywords: highway bridge; seismic design; quasi-isolation

…process for ordinary highway bridges. 1.3.2 Seismic Design In bridge seismic design, the… …Guide Specifications for LRFD Seismic Bridge Design, there are three recognized ERS categories… …Earthquake Resisting System Bridge Design Methodology (LaFave et al. 2013a, 2013b), a… …developed based on this experimental data and incorporated into finite element bridge models to… …validate the IDOT ERS strategy, focusing on the specific seismic hazard and bridge structural… 

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APA (6th Edition):

Revell, J. (2013). Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/44191

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):

Revell, Jessica. “Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance.” 2013. Thesis, University of Illinois – Urbana-Champaign. Accessed October 23, 2017. http://hdl.handle.net/2142/44191.

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

MLA Handbook (7th Edition):

Revell, Jessica. “Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance.” 2013. Web. 23 Oct 2017.

Vancouver:

Revell J. Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2013. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/2142/44191.

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

Council of Science Editors:

Revell J. Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance. [Thesis]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/44191

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


Virginia Tech

17. Collins, William Norfleet. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66.

Degree: Civil Engineering, 2010, Virginia Tech

 As aging bridges around the United States begin to near the end of their service lives, more funding must be allocated for their rehabilitation or… (more)

Subjects/Keywords: wheel load distribution; Long-Term Bridge Performance Program; Federal Highway Administration; Live load test; expansion joints; bridge bearings; dynamic load allowance; neutral axis

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APA (6th Edition):

Collins, W. N. (2010). Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34364

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):

Collins, William Norfleet. “Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66.” 2010. Thesis, Virginia Tech. Accessed October 23, 2017. http://hdl.handle.net/10919/34364.

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

MLA Handbook (7th Edition):

Collins, William Norfleet. “Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66.” 2010. Web. 23 Oct 2017.

Vancouver:

Collins WN. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66. [Internet] [Thesis]. Virginia Tech; 2010. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/10919/34364.

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

Council of Science Editors:

Collins WN. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66. [Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/34364

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


Brno University of Technology

18. Knotek, Jan. Most na dálnici .

Degree: 2017, Brno University of Technology

 Bakalářská práce se zabývá návrhem nové deskové mostní konstrukce přes komunikaci II/464 mezi obcemi Příbor a Bílovec. Most převádí dálnici D47 kategorie D 27,5/120. Pro… (more)

Subjects/Keywords: Deskový most; dálniční most; předpjatý beton; zatížení dopravou; mezní stav použitelnosti; mezní stav únosnosti; Slab bridge; highway bridge; prestressed concrete; traffic load; ultimate limit state; serviceability limit state

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APA (6th Edition):

Knotek, J. (2017). Most na dálnici . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/69081

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):

Knotek, Jan. “Most na dálnici .” 2017. Thesis, Brno University of Technology. Accessed October 23, 2017. http://hdl.handle.net/11012/69081.

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

MLA Handbook (7th Edition):

Knotek, Jan. “Most na dálnici .” 2017. Web. 23 Oct 2017.

Vancouver:

Knotek J. Most na dálnici . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/11012/69081.

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

Council of Science Editors:

Knotek J. Most na dálnici . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/69081

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


Brno University of Technology

19. Bobek, Lukáš. Dálniční estakáda přes široké údolí .

Degree: 2017, Brno University of Technology

 Cieľom diplomovej práce je návrh a posúdenie diaľničného mosta. Konštrukcia slúži na prevedenie úseku diaľnice D1 cez široké údolie nachádzajúce sa medzi slovenskými obcami Doľany… (more)

Subjects/Keywords: Diaľničný most; predpätý komorový most; široké údolie; výsuv; výsuvný nos; mostovka; podpera; opora; predpínací kábel; medzný stav použiteľnosti; medzný stav únosnosti; Highway bridge; prestressed box girder bridge; wide valley; incremental launching method; launching nose; bridge deck; bridge axis; bridge abutment; prestressing cable; serviceability limit state; ultimate limit state

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APA (6th Edition):

Bobek, L. (2017). Dálniční estakáda přes široké údolí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64333

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):

Bobek, Lukáš. “Dálniční estakáda přes široké údolí .” 2017. Thesis, Brno University of Technology. Accessed October 23, 2017. http://hdl.handle.net/11012/64333.

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

MLA Handbook (7th Edition):

Bobek, Lukáš. “Dálniční estakáda přes široké údolí .” 2017. Web. 23 Oct 2017.

Vancouver:

Bobek L. Dálniční estakáda přes široké údolí . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/11012/64333.

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

Council of Science Editors:

Bobek L. Dálniční estakáda přes široké údolí . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64333

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


University of Toronto

20. Lehan, Andrew Robert. Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge.

Degree: 2012, University of Toronto

This thesis examines the development of a superstructure for a slab-on-girder wood-concrete composite highway bridge. Wood-concrete composite bridges have existed since the 1930's. Historically, they… (more)

Subjects/Keywords: bridge; composite; wood; concrete; wood-concrete composites; composite bridges; slab-on-girder bridges; post-tensioned bridges; ultra-high performance fibre-reinforced concrete; glued-laminated timber; glulam; highway bridge; WCC; TCC; timber-concrete composites; advanced materials; short span bridges; unbonded post-tensioning; external post-tensioning; double-T; match-casting; bridge design; bridge engineering; laminated wood; 0543

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APA (6th Edition):

Lehan, A. R. (2012). Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/32480

Chicago Manual of Style (16th Edition):

Lehan, Andrew Robert. “Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge.” 2012. Masters Thesis, University of Toronto. Accessed October 23, 2017. http://hdl.handle.net/1807/32480.

MLA Handbook (7th Edition):

Lehan, Andrew Robert. “Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge.” 2012. Web. 23 Oct 2017.

Vancouver:

Lehan AR. Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/1807/32480.

Council of Science Editors:

Lehan AR. Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32480


University of Alberta

21. Farag, Ahmed Mostafa Tawfik. Calibration of Fatigue Design Factors and Fatigue Life Reliability of Steel Highway Bridges Using WIM Databases.

Degree: PhD, Department of Civil and Environmental Engineering, 2015, University of Alberta

 Fatigue life assessment of steel highway bridges is crucial to maintain their safety. Researches are required to quantify uncertainties in loading, resistance, fatigue life prediction… (more)

Subjects/Keywords: reliability analysis; steel highway bridges; fatigue crack initiation; fatigue crack propagation; steel details; bridge truck loading; Fatigue life improvement; weld toe grinding; uncertainties in weld size; linear elastic fracture mechanics

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APA (6th Edition):

Farag, A. M. T. (2015). Calibration of Fatigue Design Factors and Fatigue Life Reliability of Steel Highway Bridges Using WIM Databases. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/sb397b97d

Chicago Manual of Style (16th Edition):

Farag, Ahmed Mostafa Tawfik. “Calibration of Fatigue Design Factors and Fatigue Life Reliability of Steel Highway Bridges Using WIM Databases.” 2015. Doctoral Dissertation, University of Alberta. Accessed October 23, 2017. https://era.library.ualberta.ca/files/sb397b97d.

MLA Handbook (7th Edition):

Farag, Ahmed Mostafa Tawfik. “Calibration of Fatigue Design Factors and Fatigue Life Reliability of Steel Highway Bridges Using WIM Databases.” 2015. Web. 23 Oct 2017.

Vancouver:

Farag AMT. Calibration of Fatigue Design Factors and Fatigue Life Reliability of Steel Highway Bridges Using WIM Databases. [Internet] [Doctoral dissertation]. University of Alberta; 2015. [cited 2017 Oct 23]. Available from: https://era.library.ualberta.ca/files/sb397b97d.

Council of Science Editors:

Farag AMT. Calibration of Fatigue Design Factors and Fatigue Life Reliability of Steel Highway Bridges Using WIM Databases. [Doctoral Dissertation]. University of Alberta; 2015. Available from: https://era.library.ualberta.ca/files/sb397b97d


Brno University of Technology

22. Mezera, David. Dálniční most přes silnici II/464 .

Degree: 2016, Brno University of Technology

 Náplní bakalářské práce je vyřešení přeložky pozemní komunikace II/464. Jedná se o most o jednom poli z dodatečně předpjatého betonu. Byly navrženy 3 studie, z… (more)

Subjects/Keywords: Dálniční most; předpjatý beton; dvoudeskotrám; deska; žebro; statický výpočet; statický model; Highway bridge; Pre-stressed concrete; double plate-grinder construction; plate; rib; staticial calculation; statical model

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APA (6th Edition):

Mezera, D. (2016). Dálniční most přes silnici II/464 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62814

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):

Mezera, David. “Dálniční most přes silnici II/464 .” 2016. Thesis, Brno University of Technology. Accessed October 23, 2017. http://hdl.handle.net/11012/62814.

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

MLA Handbook (7th Edition):

Mezera, David. “Dálniční most přes silnici II/464 .” 2016. Web. 23 Oct 2017.

Vancouver:

Mezera D. Dálniční most přes silnici II/464 . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/11012/62814.

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

Council of Science Editors:

Mezera D. Dálniční most přes silnici II/464 . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62814

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


Georgia Tech

23. LaRoche, Lealan Dorothy Marie. Rethinking downtown highways.

Degree: MS, Architecture, 2010, Georgia Tech

 Freeways have had a strong influence not only on the urban transportation but also on downtown areas both physically and socially. Certainly, they have extended… (more)

Subjects/Keywords: Case studies; Induced demand; City; Car; Automobile; Architecture; Urban design; Planning; Cap; Elevate; Bridge; Bury; Move; 75/85; Demolish; Tame; Connector; Barriers; Boulevard; Alternatives; Interstate; Atlanta; Freeway; Urban; Cities; Downtown; Highway; Urban renewal; Transportation Planning; Highway planning; Cities and towns

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APA (6th Edition):

LaRoche, L. D. M. (2010). Rethinking downtown highways. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/37180

Chicago Manual of Style (16th Edition):

LaRoche, Lealan Dorothy Marie. “Rethinking downtown highways.” 2010. Masters Thesis, Georgia Tech. Accessed October 23, 2017. http://hdl.handle.net/1853/37180.

MLA Handbook (7th Edition):

LaRoche, Lealan Dorothy Marie. “Rethinking downtown highways.” 2010. Web. 23 Oct 2017.

Vancouver:

LaRoche LDM. Rethinking downtown highways. [Internet] [Masters thesis]. Georgia Tech; 2010. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/1853/37180.

Council of Science Editors:

LaRoche LDM. Rethinking downtown highways. [Masters Thesis]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/37180


University of Southern California

24. Bozorgnia, Mehrdad. Computational fluid dynamic analysis of highway bridge superstructures exposed to hurricane waves.

Degree: PhD, Civil Engineering, 2013, University of Southern California

Highway bridges are one of the most vulnerable critical components of transportation system. Several coastal highway bridges were severely damaged during past hurricanes due to… (more)

Subjects/Keywords: wave structure interaction; computational fluid dynamic (CFD); Escambia Bay Bridge; Hurricane Ivan; Hurricane Katrina; hydrodynamic forces applied to highway bridge superstructure; volume of fluid method; finite volume method; retrofitting coastal bridges against hurricane waves; scale effects

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APA (6th Edition):

Bozorgnia, M. (2013). Computational fluid dynamic analysis of highway bridge superstructures exposed to hurricane waves. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/119821/rec/1538

Chicago Manual of Style (16th Edition):

Bozorgnia, Mehrdad. “Computational fluid dynamic analysis of highway bridge superstructures exposed to hurricane waves.” 2013. Doctoral Dissertation, University of Southern California. Accessed October 23, 2017. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/119821/rec/1538.

MLA Handbook (7th Edition):

Bozorgnia, Mehrdad. “Computational fluid dynamic analysis of highway bridge superstructures exposed to hurricane waves.” 2013. Web. 23 Oct 2017.

Vancouver:

Bozorgnia M. Computational fluid dynamic analysis of highway bridge superstructures exposed to hurricane waves. [Internet] [Doctoral dissertation]. University of Southern California; 2013. [cited 2017 Oct 23]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/119821/rec/1538.

Council of Science Editors:

Bozorgnia M. Computational fluid dynamic analysis of highway bridge superstructures exposed to hurricane waves. [Doctoral Dissertation]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/119821/rec/1538


Brno University of Technology

25. Mertová, Eliška. Dálniční most přes široké údolí .

Degree: 2017, Brno University of Technology

 Cílem této diplomové práce bylo navrhnout několik variant možného přemostění daného širokého a hlubokého údolí. Po zhodnocení bylo jako optimální řešení zvoleno vedení dálnice na… (more)

Subjects/Keywords: dálniční most; komorový nosník; prutové vzpěry; vysouvaná mostní konstrukce; výsuvný nos; dodatečné předpjatý beton; fáze výstavby; časově závislá analýza; deskostěnový model; highway bridge; box girder; bar braces; incrementally launched bridge; launching nose; post- tensioned concrete; construction stage analysis; time dependent analysis; slab-wall model

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APA (6th Edition):

Mertová, E. (2017). Dálniční most přes široké údolí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64301

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):

Mertová, Eliška. “Dálniční most přes široké údolí .” 2017. Thesis, Brno University of Technology. Accessed October 23, 2017. http://hdl.handle.net/11012/64301.

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

MLA Handbook (7th Edition):

Mertová, Eliška. “Dálniční most přes široké údolí .” 2017. Web. 23 Oct 2017.

Vancouver:

Mertová E. Dálniční most přes široké údolí . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/11012/64301.

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

Council of Science Editors:

Mertová E. Dálniční most přes široké údolí . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64301

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

26. Burgdorfer, Ernst. Der Eingelenkbogen für massive Strassenbrücken: eine statisch-wirtschaftliche Untersuchung.

Degree: 1923, ETH Zürich

Subjects/Keywords: BOGENBRÜCKEN (BRÜCKENBAU); STRASSENBRÜCKEN (BRÜCKENBAU); SPANNWEITE (BAUTECHNIK); ARCH BRIDGES (BRIDGE CONSTRUCTION); ROAD BRIDGES + HIGHWAY BRIDGES (BRIDGE CONSTRUCTION); SPAN (BUILDING TECHOLOGY); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Burgdorfer, E. (1923). Der Eingelenkbogen für massive Strassenbrücken: eine statisch-wirtschaftliche Untersuchung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134616

Chicago Manual of Style (16th Edition):

Burgdorfer, Ernst. “Der Eingelenkbogen für massive Strassenbrücken: eine statisch-wirtschaftliche Untersuchung.” 1923. Doctoral Dissertation, ETH Zürich. Accessed October 23, 2017. http://hdl.handle.net/20.500.11850/134616.

MLA Handbook (7th Edition):

Burgdorfer, Ernst. “Der Eingelenkbogen für massive Strassenbrücken: eine statisch-wirtschaftliche Untersuchung.” 1923. Web. 23 Oct 2017.

Vancouver:

Burgdorfer E. Der Eingelenkbogen für massive Strassenbrücken: eine statisch-wirtschaftliche Untersuchung. [Internet] [Doctoral dissertation]. ETH Zürich; 1923. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/20.500.11850/134616.

Council of Science Editors:

Burgdorfer E. Der Eingelenkbogen für massive Strassenbrücken: eine statisch-wirtschaftliche Untersuchung. [Doctoral Dissertation]. ETH Zürich; 1923. Available from: http://hdl.handle.net/20.500.11850/134616

27. Cassola, Silmara. Análise dinâmica da interação entre ponte rodoviária e veículos pesados.

Degree: PhD, Engenharia Mecânica, 2005, University of São Paulo

O problema da interação dinâmica entre ponte rodoviária e veículo pesado tem sido, há pouco mais de uma década, tema de muitos estudos. O objetivo… (more)

Subjects/Keywords: Dynamic interaction; Elementos finitos; Finite elements; Heavy vehicle; Highway bridge; Interação dinâmica; Placa; Plate; Ponte rodoviária; Veículo pesado

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APA (6th Edition):

Cassola, S. (2005). Análise dinâmica da interação entre ponte rodoviária e veículos pesados. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18135/tde-01122015-120757/ ;

Chicago Manual of Style (16th Edition):

Cassola, Silmara. “Análise dinâmica da interação entre ponte rodoviária e veículos pesados.” 2005. Doctoral Dissertation, University of São Paulo. Accessed October 23, 2017. http://www.teses.usp.br/teses/disponiveis/18/18135/tde-01122015-120757/ ;.

MLA Handbook (7th Edition):

Cassola, Silmara. “Análise dinâmica da interação entre ponte rodoviária e veículos pesados.” 2005. Web. 23 Oct 2017.

Vancouver:

Cassola S. Análise dinâmica da interação entre ponte rodoviária e veículos pesados. [Internet] [Doctoral dissertation]. University of São Paulo; 2005. [cited 2017 Oct 23]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18135/tde-01122015-120757/ ;.

Council of Science Editors:

Cassola S. Análise dinâmica da interação entre ponte rodoviária e veículos pesados. [Doctoral Dissertation]. University of São Paulo; 2005. Available from: http://www.teses.usp.br/teses/disponiveis/18/18135/tde-01122015-120757/ ;


University of Waterloo

28. Kohbodi, Seyedeh Parisa. Library : A Social Infrastructure.

Degree: 2017, University of Waterloo

 For many centuries, the mission of the library as a civic institution has been seen as the collection and dissemination of information. Likewise, the library… (more)

Subjects/Keywords: Library; Conestoga College; Contemporary City; Learning Commons; Bridge; Waterloo Region; Suburban Campus; Master Plan; Community College; Higher Education; Highway 401; Infrastructure; Space of Flows; Space of Place; Architecture; Kitchener; Cambridge; Cybernetics

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

APA (6th Edition):

Kohbodi, S. P. (2017). Library : A Social Infrastructure. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11936

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):

Kohbodi, Seyedeh Parisa. “Library : A Social Infrastructure.” 2017. Thesis, University of Waterloo. Accessed October 23, 2017. http://hdl.handle.net/10012/11936.

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

MLA Handbook (7th Edition):

Kohbodi, Seyedeh Parisa. “Library : A Social Infrastructure.” 2017. Web. 23 Oct 2017.

Vancouver:

Kohbodi SP. Library : A Social Infrastructure. [Internet] [Thesis]. University of Waterloo; 2017. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/10012/11936.

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

Council of Science Editors:

Kohbodi SP. Library : A Social Infrastructure. [Thesis]. University of Waterloo; 2017. Available from: http://hdl.handle.net/10012/11936

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

29. Ribeiro, Marcelo Carrão. Sistemas e soluções pós-tensão na reabilitação de obras de arte.

Degree: 2015, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho Final de Mestrado para obtenção do grau de Mestre em Engenharia Civil

O desenvolvimento tecnológico e dos materiais permitiram, ao longo dos últimos anos,… (more)

Subjects/Keywords: Obra de arte; Reparação; Patologia; anomalia; Vida útil; Ponte rodoviária; Reforço; Segurança estrutural; Pós-tensão; Pré-esforço; Reabilitação; Durabilidade; Inspeção; Bridges; Repair; Pathology; Typical damage; Service life; Highway bridge; Strengthening; Structural safety; Post-tension; Prestress; Rehabilitation; Durability; Inspection

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

APA (6th Edition):

Ribeiro, M. C. (2015). Sistemas e soluções pós-tensão na reabilitação de obras de arte. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5942

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):

Ribeiro, Marcelo Carrão. “Sistemas e soluções pós-tensão na reabilitação de obras de arte.” 2015. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed October 23, 2017. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5942.

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

MLA Handbook (7th Edition):

Ribeiro, Marcelo Carrão. “Sistemas e soluções pós-tensão na reabilitação de obras de arte.” 2015. Web. 23 Oct 2017.

Vancouver:

Ribeiro MC. Sistemas e soluções pós-tensão na reabilitação de obras de arte. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. [cited 2017 Oct 23]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5942.

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

Council of Science Editors:

Ribeiro MC. Sistemas e soluções pós-tensão na reabilitação de obras de arte. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5942

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


Universidade do Minho

30. Costa, Vanessa Miranda da Costa. Desempenho e reabilitação de pontes rodoviárias : aplicação a casos de estudo .

Degree: 2009, Universidade do Minho

 O progresso tem permitido o desenvolvimento das redes rodoviárias de todo o mundo e consequentemente isso reflecte-se num aumento da construção de Obras de Arte.… (more)

Subjects/Keywords: Obra de arte; Ponte rodoviária; Sistema de gestão de obras de arte; Inspecção; Manutenção, conservação; Reparação; Reforço; Reabilitação; Patologia; Segurança estrutural; Avaliação da segurança; Durabilidade; Vida útil; Bridge; Highway bridge; Bridge management system; Inspection; Maintenance; Repair; Strengthening; Rehabilitation; Pathology, typical damage; Structural safety; Structural assessment; Durability; Service life; Ouvrage d'art; Pont routière; Système de gestion des ouvrages d'art; Inspection; Maintenance; Réparation; Renforcer; Réhabilitation; Pathologie, désordre; Securité structural; Évaluation de la sécurité; Durabilité; Vie utile

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

APA (6th Edition):

Costa, V. M. d. C. (2009). Desempenho e reabilitação de pontes rodoviárias : aplicação a casos de estudo . (Masters Thesis). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/10531

Chicago Manual of Style (16th Edition):

Costa, Vanessa Miranda da Costa. “Desempenho e reabilitação de pontes rodoviárias : aplicação a casos de estudo .” 2009. Masters Thesis, Universidade do Minho. Accessed October 23, 2017. http://hdl.handle.net/1822/10531.

MLA Handbook (7th Edition):

Costa, Vanessa Miranda da Costa. “Desempenho e reabilitação de pontes rodoviárias : aplicação a casos de estudo .” 2009. Web. 23 Oct 2017.

Vancouver:

Costa VMdC. Desempenho e reabilitação de pontes rodoviárias : aplicação a casos de estudo . [Internet] [Masters thesis]. Universidade do Minho; 2009. [cited 2017 Oct 23]. Available from: http://hdl.handle.net/1822/10531.

Council of Science Editors:

Costa VMdC. Desempenho e reabilitação de pontes rodoviárias : aplicação a casos de estudo . [Masters Thesis]. Universidade do Minho; 2009. Available from: http://hdl.handle.net/1822/10531

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