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You searched for subject:(Highway AND bridge). Showing records 1 – 30 of 46 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2018 Jul 16]. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Nuruye A. COMPARISON OF ANALYSIS MODELS OF HIGHWAY AND RAILWAY BRIDGES – LOADS AND LOAD COMBINATIONS . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2018 Jul 16]. 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


University of Birmingham

3. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Bhattacharyya SK. Highway embankment design in Bangladesh. [Internet] [Thesis]. University of Birmingham; 2009. [cited 2018 Jul 16]. 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


Virginia Tech

4. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Liu J. Parametric Model for Assessing Factors that Influence Highway Bridge Service Life. [Internet] [Thesis]. Virginia Tech; 2009. [cited 2018 Jul 16]. 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


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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Yip T. Long Span Buoyancy Bridge with Submerged Cable Anchoring:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2018 Jul 16]. 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


Virginia Tech

6. 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 (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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Nahid MN. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2018 Jul 16]. 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


Brno University of Technology

7. Russnák, Adam. Estakáda přes silnici II/434 .

Degree: 2014, Brno University of Technology

 Práce se zabývá řešením estakády přes silnici II/434 a inundační území. Navrženou nosnou konstrukcí je předpjatá dvoutrámová konstrukce. Zatížení dopravou na této konstrukci jsou uvažována… (more)

Subjects/Keywords: Předpjatý beton; most na dálnici; dvoutrámová konstrukce; Prestressed concrete; highway bridge; two-beam structure

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APA (6th Edition):

Russnák, A. (2014). Estakáda přes silnici II/434 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30233

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):

Russnák, Adam. “Estakáda přes silnici II/434 .” 2014. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/30233.

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

MLA Handbook (7th Edition):

Russnák, Adam. “Estakáda přes silnici II/434 .” 2014. Web. 16 Jul 2018.

Vancouver:

Russnák A. Estakáda přes silnici II/434 . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/30233.

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

Council of Science Editors:

Russnák A. Estakáda přes silnici II/434 . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30233

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


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 (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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Sammarco EL. Development of simplified dynamic response models for blast-loaded bridge components. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2018 Jul 16]. 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


University of Connecticut

9. 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 (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://opencommons.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 July 16, 2018. http://opencommons.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. 16 Jul 2018.

Vancouver:

Kolev VI. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. [Internet] [Masters thesis]. University of Connecticut; 2015. [cited 2018 Jul 16]. Available from: http://opencommons.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://opencommons.uconn.edu/gs_theses/838


Brno University of Technology

10. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Pěkník R. Obloukový most přes dálnici . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2018 Jul 16]. 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


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 (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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Knight ML. Quantitative Framework for Planning Highway Bridge Inspection and Assessment. [Internet] [Doctoral dissertation]. Vanderbilt University; 2007. [cited 2018 Jul 16]. 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/ ;


Ohio University

12. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Santoso B. Analysis of spread footing settlement for highway bridge foundation. [Internet] [Masters thesis]. Ohio University; 1991. [cited 2018 Jul 16]. 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


Brno University of Technology

13. Juřicová, Markéta. Most na dálnici .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá návrhem šikmého dálničního mostu přes údolí potoka Pustějovského. Ze tří navrhovaných variant je vybrán dvoutrámový spojitý nosník o třech polích. Statický… (more)

Subjects/Keywords: šikmý most; dálnice; předpjatý beton; dvoutrámový nosník; spojitý nosník; oblique bridge; highway; prestressed concrete; two-joist girder; continuous girder

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APA (6th Edition):

Juřicová, M. (2016). Most na dálnici . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57807

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):

Juřicová, Markéta. “Most na dálnici .” 2016. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/57807.

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

MLA Handbook (7th Edition):

Juřicová, Markéta. “Most na dálnici .” 2016. Web. 16 Jul 2018.

Vancouver:

Juřicová M. Most na dálnici . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/57807.

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

Council of Science Editors:

Juřicová M. Most na dálnici . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57807

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

14. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Revell J. Quasi-isolated highway bridges: influence of bearing anchorage strength on seismic performance. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2013. [cited 2018 Jul 16]. 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


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

APA (6th Edition):

Zolghadri, N. (2017). Short and Long-Term Structural Health Monitoring of Highway Bridges. (Doctoral Dissertation). Utah State University. Retrieved from https://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 July 16, 2018. https://digitalcommons.usu.edu/etd/5626.

MLA Handbook (7th Edition):

Zolghadri, Navid. “Short and Long-Term Structural Health Monitoring of Highway Bridges.” 2017. Web. 16 Jul 2018.

Vancouver:

Zolghadri N. Short and Long-Term Structural Health Monitoring of Highway Bridges. [Internet] [Doctoral dissertation]. Utah State University; 2017. [cited 2018 Jul 16]. Available from: https://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: https://digitalcommons.usu.edu/etd/5626


Virginia Tech

16. 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 July 16, 2018. 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. 16 Jul 2018.

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 2018 Jul 16]. 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

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

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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Knotek J. Most na dálnici . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2018 Jul 16]. 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

18. Olšák, Martin. Obloukový most přes dálnici .

Degree: 2016, Brno University of Technology

 Předmětem této diplomové práce je návrh obloukového mostu přes dálnici. Byla zvolena samokotvená konstrukce s rozpětím oblouku 60 m a lichoběžníkovou mostovkou z předpjatého betonu.… (more)

Subjects/Keywords: Betonový most; obloukový most; dálniční nadjezd; samokotvená konstrukce; předpjatý beton; ztráty předpětí; Concrete Bridge; Arch Bridge; Highway Flyover; Self-Anchored Structure; Prestressed Concrete; Losses of Prestress

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APA (6th Edition):

Olšák, M. (2016). Obloukový most přes dálnici . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57779

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):

Olšák, Martin. “Obloukový most přes dálnici .” 2016. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/57779.

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

MLA Handbook (7th Edition):

Olšák, Martin. “Obloukový most přes dálnici .” 2016. Web. 16 Jul 2018.

Vancouver:

Olšák M. Obloukový most přes dálnici . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/57779.

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

Council of Science Editors:

Olšák M. Obloukový most přes dálnici . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57779

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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Bobek L. Dálniční estakáda přes široké údolí . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2018 Jul 16]. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Lehan AR. Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2018 Jul 16]. 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 July 16, 2018. 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. 16 Jul 2018.

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 2018 Jul 16]. 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


University of Texas – Austin

22. Potter, Anderson Kiser. Statistically representative bridge samples for seismic fragility analysis of Texas bridges.

Degree: Civil, Architectural, and Environmental Engineering, 2018, University of Texas – Austin

 Historically, bridges in the State of Texas have not been explicitly designed or detailed for seismic hazards, predominantly due to the negligible seismic activity across… (more)

Subjects/Keywords: Fragility analysis; Texas bridges; Representative bridge samples; Seismic fragility; Texas seismic activity; Seismic vulnerability; State highway bridges; Fragility curves; Representative fragility curves

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APA (6th Edition):

Potter, A. K. (2018). Statistically representative bridge samples for seismic fragility analysis of Texas bridges. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/63560

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):

Potter, Anderson Kiser. “Statistically representative bridge samples for seismic fragility analysis of Texas bridges.” 2018. Thesis, University of Texas – Austin. Accessed July 16, 2018. http://hdl.handle.net/2152/63560.

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

MLA Handbook (7th Edition):

Potter, Anderson Kiser. “Statistically representative bridge samples for seismic fragility analysis of Texas bridges.” 2018. Web. 16 Jul 2018.

Vancouver:

Potter AK. Statistically representative bridge samples for seismic fragility analysis of Texas bridges. [Internet] [Thesis]. University of Texas – Austin; 2018. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/2152/63560.

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

Council of Science Editors:

Potter AK. Statistically representative bridge samples for seismic fragility analysis of Texas bridges. [Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/63560

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


University of Kansas

23. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Kim S. Development of a Wireless Real-Time Productivity Measurement System for Rapid Construction Operations. [Internet] [Doctoral dissertation]. University of Kansas; 2008. [cited 2018 Jul 16]. 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


Brno University of Technology

24. 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 July 16, 2018. 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. 16 Jul 2018.

Vancouver:

Mezera D. Dálniční most přes silnici II/464 . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Jul 16]. 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


Brno University of Technology

25. Růžička, Antonín. Most přes místní potok .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá návrhem silničního mostu přes místní potok a polní cestu. Jsou navrženy 3 varianty přemostění, z nichž je vybrána varianta lichoběžníkové bodově… (more)

Subjects/Keywords: most na dálnici; předpjatá deska; předpjatý beton; statický výpočet; vizualizace; výkresová dokumentace; highway bridge; pre-stressed concrete slab; pre-stressed concrete; structural analysis; visualization; drawings

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APA (6th Edition):

Růžička, A. (2016). Most přes místní potok . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57564

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):

Růžička, Antonín. “Most přes místní potok .” 2016. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/57564.

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

MLA Handbook (7th Edition):

Růžička, Antonín. “Most přes místní potok .” 2016. Web. 16 Jul 2018.

Vancouver:

Růžička A. Most přes místní potok . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/57564.

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

Council of Science Editors:

Růžička A. Most přes místní potok . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57564

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


Brno University of Technology

26. Surovcová, Monika. Most na dálnici D1 přes silnici a potok .

Degree: 2016, Brno University of Technology

 Cílem diplomové práce je návrh přemostění ve směru Přerov – Lipník v katastrálním území Osek nad Bečvou. Most slouží k překonání silnici III/43612 v km… (more)

Subjects/Keywords: dálniční most; spojitý nosník; dvoutrám; dodatečně předpínané kabely; postupná výstavba a časová analýza TDA; highway bridge; continuous beam; two-beam; post-tensioned cables; staged construction and TDA

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APA (6th Edition):

Surovcová, M. (2016). Most na dálnici D1 přes silnici a potok . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57795

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):

Surovcová, Monika. “Most na dálnici D1 přes silnici a potok .” 2016. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/57795.

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

MLA Handbook (7th Edition):

Surovcová, Monika. “Most na dálnici D1 přes silnici a potok .” 2016. Web. 16 Jul 2018.

Vancouver:

Surovcová M. Most na dálnici D1 přes silnici a potok . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/57795.

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

Council of Science Editors:

Surovcová M. Most na dálnici D1 přes silnici a potok . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57795

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


Brno University of Technology

27. Darebníček, Pavel. Statické řešení mostu na dálnici Jánovce-Jablonov .

Degree: 2013, Brno University of Technology

 Předmětem diplomové práce je návrh dálničního mostu na trase Jánovce - Jablonov a jeho statického řešení. Uvažovaná varianta je o čtyřech polích 34+44+44+34m a nosnou… (more)

Subjects/Keywords: Dálniční most; čtyři pole; monolitická konstrukce; dvoutrám; předpjatý beton; výsuvná skruž; časová analýza.; Bridge on the highway; four span; monolithic structure; two beams; prstressed concrete; sliding formwork; timing analysis.

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APA (6th Edition):

Darebníček, P. (2013). Statické řešení mostu na dálnici Jánovce-Jablonov . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29872

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):

Darebníček, Pavel. “Statické řešení mostu na dálnici Jánovce-Jablonov .” 2013. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/29872.

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

MLA Handbook (7th Edition):

Darebníček, Pavel. “Statické řešení mostu na dálnici Jánovce-Jablonov .” 2013. Web. 16 Jul 2018.

Vancouver:

Darebníček P. Statické řešení mostu na dálnici Jánovce-Jablonov . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/29872.

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

Council of Science Editors:

Darebníček P. Statické řešení mostu na dálnici Jánovce-Jablonov . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29872

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


Brno University of Technology

28. Šedrla, Jakub. Most na dálnici nad Dolanským potokem .

Degree: 2013, Brno University of Technology

 Má práce je zaměřena na návrh a posouzení dálničního mostu nad Dolanským potokem. Most je stavěn pomocí letmé betonáže. Délka běžného pole je 110 metrů.… (more)

Subjects/Keywords: dálniční most; metoda letmé betonáže; dodatečně předpjatý beton; prutový statický model; komorový prut; highway bridge; balanced cantilever method; post-tensioned concrete; the beam static model; box girder beam

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

APA (6th Edition):

Šedrla, J. (2013). Most na dálnici nad Dolanským potokem . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29539

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):

Šedrla, Jakub. “Most na dálnici nad Dolanským potokem .” 2013. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/29539.

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

MLA Handbook (7th Edition):

Šedrla, Jakub. “Most na dálnici nad Dolanským potokem .” 2013. Web. 16 Jul 2018.

Vancouver:

Šedrla J. Most na dálnici nad Dolanským potokem . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/29539.

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

Council of Science Editors:

Šedrla J. Most na dálnici nad Dolanským potokem . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29539

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


Brno University of Technology

29. Dvořáková, Anna. Dálniční most přes údolí potoka Polančice .

Degree: 2013, Brno University of Technology

 Diplomová práce se zabývá návrhem dálničního mostu přes údolí potoka Polančice a přes polní cestu. Jsou navrženy 4 varianty přemostění, z nichž je vybrána varianta… (more)

Subjects/Keywords: most; předpjatý beton; dvojkomorový nosník; spojitý nosník; statický výpočet; vizualizace; výkresová dokumentace; dálnice; the bridge; prestressed concrete; double-chamber; continuous girder; structural analysis; vizualization; drawings; highway

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

APA (6th Edition):

Dvořáková, A. (2013). Dálniční most přes údolí potoka Polančice . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29881

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):

Dvořáková, Anna. “Dálniční most přes údolí potoka Polančice .” 2013. Thesis, Brno University of Technology. Accessed July 16, 2018. http://hdl.handle.net/11012/29881.

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

MLA Handbook (7th Edition):

Dvořáková, Anna. “Dálniční most přes údolí potoka Polančice .” 2013. Web. 16 Jul 2018.

Vancouver:

Dvořáková A. Dálniční most přes údolí potoka Polančice . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2018 Jul 16]. Available from: http://hdl.handle.net/11012/29881.

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

Council of Science Editors:

Dvořáková A. Dálniční most přes údolí potoka Polančice . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29881

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


Georgia Tech

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

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 July 16, 2018. http://hdl.handle.net/1853/37180.

MLA Handbook (7th Edition):

LaRoche, Lealan Dorothy Marie. “Rethinking downtown highways.” 2010. Web. 16 Jul 2018.

Vancouver:

LaRoche LDM. Rethinking downtown highways. [Internet] [Masters thesis]. Georgia Tech; 2010. [cited 2018 Jul 16]. 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

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