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You searched for subject:(Concrete bridges). Showing records 1 – 30 of 269 total matches.

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University of Tasmania

1. McGee, Rodney W.(Rodney William). On the service life modelling of Tasmanian concrete bridges.

Degree: 2001, University of Tasmania

 Various forms of concrete have been used for buildings since the time of Egyptian civilisation. The art of cement manufacture was however lost during the… (more)

Subjects/Keywords: Bridges; Concrete; Bridges; Concrete; Bridges; Concrete

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APA (6th Edition):

McGee, R. W. (. W. (2001). On the service life modelling of Tasmanian concrete bridges. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/20817/1/whole_McGeeRodneyWilliam2001_thesis.pdf

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):

McGee, Rodney W (Rodney William). “On the service life modelling of Tasmanian concrete bridges.” 2001. Thesis, University of Tasmania. Accessed March 22, 2019. https://eprints.utas.edu.au/20817/1/whole_McGeeRodneyWilliam2001_thesis.pdf.

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

MLA Handbook (7th Edition):

McGee, Rodney W (Rodney William). “On the service life modelling of Tasmanian concrete bridges.” 2001. Web. 22 Mar 2019.

Vancouver:

McGee RW(W. On the service life modelling of Tasmanian concrete bridges. [Internet] [Thesis]. University of Tasmania; 2001. [cited 2019 Mar 22]. Available from: https://eprints.utas.edu.au/20817/1/whole_McGeeRodneyWilliam2001_thesis.pdf.

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

Council of Science Editors:

McGee RW(W. On the service life modelling of Tasmanian concrete bridges. [Thesis]. University of Tasmania; 2001. Available from: https://eprints.utas.edu.au/20817/1/whole_McGeeRodneyWilliam2001_thesis.pdf

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


Addis Ababa University

2. Yigrem, Zewdu. SEISMIC ASSESMENT OF SIMPLY SUPPORTED Vs CONTINUOUS CONCRETE GIRDER BRIDGES .

Degree: 2014, Addis Ababa University

 Seismic evaluations of typical concrete girder bridges are conducted for two existing simply supported bridges, which are common to the Ethiopian highway construction, and for… (more)

Subjects/Keywords: SEISMIC ASSESMENT; CONCRETE GIRDER BRIDGES

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APA (6th Edition):

Yigrem, Z. (2014). SEISMIC ASSESMENT OF SIMPLY SUPPORTED Vs CONTINUOUS CONCRETE GIRDER BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4184

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):

Yigrem, Zewdu. “SEISMIC ASSESMENT OF SIMPLY SUPPORTED Vs CONTINUOUS CONCRETE GIRDER BRIDGES .” 2014. Thesis, Addis Ababa University. Accessed March 22, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4184.

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

MLA Handbook (7th Edition):

Yigrem, Zewdu. “SEISMIC ASSESMENT OF SIMPLY SUPPORTED Vs CONTINUOUS CONCRETE GIRDER BRIDGES .” 2014. Web. 22 Mar 2019.

Vancouver:

Yigrem Z. SEISMIC ASSESMENT OF SIMPLY SUPPORTED Vs CONTINUOUS CONCRETE GIRDER BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2019 Mar 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4184.

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

Council of Science Editors:

Yigrem Z. SEISMIC ASSESMENT OF SIMPLY SUPPORTED Vs CONTINUOUS CONCRETE GIRDER BRIDGES . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4184

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


Oregon State University

3. Guo, Yisen. Assessing the seismic performance of corroding RC bridge columns.

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

 Corrosion of reinforcement is recognized as the predominant factor that limits the service life of reinforced concrete (RC) structures exposed to aggressive environments. This corrosion… (more)

Subjects/Keywords: Corrosion; Concrete bridges  – Corrosion

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APA (6th Edition):

Guo, Y. (2011). Assessing the seismic performance of corroding RC bridge columns. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/24276

Chicago Manual of Style (16th Edition):

Guo, Yisen. “Assessing the seismic performance of corroding RC bridge columns.” 2011. Masters Thesis, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/24276.

MLA Handbook (7th Edition):

Guo, Yisen. “Assessing the seismic performance of corroding RC bridge columns.” 2011. Web. 22 Mar 2019.

Vancouver:

Guo Y. Assessing the seismic performance of corroding RC bridge columns. [Internet] [Masters thesis]. Oregon State University; 2011. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/24276.

Council of Science Editors:

Guo Y. Assessing the seismic performance of corroding RC bridge columns. [Masters Thesis]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/24276


University of Hong Kong

4. Si, Xuetong. Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour.

Degree: PhD, 2012, University of Hong Kong

 The creep and shrinkage of concrete and the relaxation of cables cause long-term redistribution of internal forces and time-dependent deformations in concrete structures, steel-concrete composite… (more)

Subjects/Keywords: Cable-stayed bridges.; Concrete - Deterioration.

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APA (6th Edition):

Si, X. (2012). Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. (Doctoral Dissertation). University of Hong Kong. Retrieved from Si, X. [司学通]. (2012). Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784951 ; http://dx.doi.org/10.5353/th_b4784951 ; http://hdl.handle.net/10722/174509

Chicago Manual of Style (16th Edition):

Si, Xuetong. “Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour.” 2012. Doctoral Dissertation, University of Hong Kong. Accessed March 22, 2019. Si, X. [司学通]. (2012). Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784951 ; http://dx.doi.org/10.5353/th_b4784951 ; http://hdl.handle.net/10722/174509.

MLA Handbook (7th Edition):

Si, Xuetong. “Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour.” 2012. Web. 22 Mar 2019.

Vancouver:

Si X. Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2019 Mar 22]. Available from: Si, X. [司学通]. (2012). Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784951 ; http://dx.doi.org/10.5353/th_b4784951 ; http://hdl.handle.net/10722/174509.

Council of Science Editors:

Si X. Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. [Doctoral Dissertation]. University of Hong Kong; 2012. Available from: Si, X. [司学通]. (2012). Structural behaviour of cable-stayed bridges taking into account time-dependent behaviour. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784951 ; http://dx.doi.org/10.5353/th_b4784951 ; http://hdl.handle.net/10722/174509


Oregon State University

5. Lehrman, Jora. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.

Degree: MS, Civil Engineering, 2010, Oregon State University

 Many bridges along the Gulf Coast of the United States were damaged by recent hurricanes, and many more are susceptible to similar damage. This research… (more)

Subjects/Keywords: Bridges; Concrete beams  – Testing

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APA (6th Edition):

Lehrman, J. (2010). Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16067

Chicago Manual of Style (16th Edition):

Lehrman, Jora. “Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.” 2010. Masters Thesis, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/16067.

MLA Handbook (7th Edition):

Lehrman, Jora. “Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading.” 2010. Web. 22 Mar 2019.

Vancouver:

Lehrman J. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/16067.

Council of Science Editors:

Lehrman J. Laboratory performance of highway bridge girder anchorages under hurricane induced wave loading. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16067


Oregon State University

6. Goodall, Joshua K. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2010, Oregon State University

 Large numbers of vintage reinforced concrete deck-girder bridges remain in the national bridge inventory. Many of these exhibit diagonal cracking and other distress. Due to… (more)

Subjects/Keywords: Reinforced; Concrete bridges  – Cracking

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APA (6th Edition):

Goodall, J. K. (2010). Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16280

Chicago Manual of Style (16th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Masters Thesis, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/16280.

MLA Handbook (7th Edition):

Goodall, Joshua K. “Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders.” 2010. Web. 22 Mar 2019.

Vancouver:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/16280.

Council of Science Editors:

Goodall JK. Influence of diagonal cracks on negative moment flexural anchorage performance in reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/16280


Delft University of Technology

7. Paskvalin, A. Application of Ultra High Performance Concrete in the new Leiden Bridge:.

Degree: 2015, Delft University of Technology

 A study has been performed in the application of Ultra High Performance Concrete (UHPC) in the new Leiden Bridge. It has been compared with normal… (more)

Subjects/Keywords: UHPC; Concrete; Bridges; Structural Engineering

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APA (6th Edition):

Paskvalin, A. (2015). Application of Ultra High Performance Concrete in the new Leiden Bridge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204

Chicago Manual of Style (16th Edition):

Paskvalin, A. “Application of Ultra High Performance Concrete in the new Leiden Bridge:.” 2015. Masters Thesis, Delft University of Technology. Accessed March 22, 2019. http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204.

MLA Handbook (7th Edition):

Paskvalin, A. “Application of Ultra High Performance Concrete in the new Leiden Bridge:.” 2015. Web. 22 Mar 2019.

Vancouver:

Paskvalin A. Application of Ultra High Performance Concrete in the new Leiden Bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Mar 22]. Available from: http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204.

Council of Science Editors:

Paskvalin A. Application of Ultra High Performance Concrete in the new Leiden Bridge:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204


Oregon State University

8. Barker, Laura (Laura M.). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders.

Degree: MS, Civil Engineering, 2014, Oregon State University

 Large numbers of reinforced concrete deck girder (RCDG) bridges were built during the highway infrastructure boom of the 1950's. The advent of standardized deformed steel… (more)

Subjects/Keywords: reinforced concrete; Concrete bridges  – Maintenance and repair

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APA (6th Edition):

Barker, L. (. M. ). (2014). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/52446

Chicago Manual of Style (16th Edition):

Barker, Laura (Laura M ). “Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders.” 2014. Masters Thesis, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/52446.

MLA Handbook (7th Edition):

Barker, Laura (Laura M ). “Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders.” 2014. Web. 22 Mar 2019.

Vancouver:

Barker L(M). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders. [Internet] [Masters thesis]. Oregon State University; 2014. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/52446.

Council of Science Editors:

Barker L(M). Flexural anchorage performance and strengthening on negative moment regions using near-surface mounted retrofitting in reinforced concrete bridge girders. [Masters Thesis]. Oregon State University; 2014. Available from: http://hdl.handle.net/1957/52446


The Ohio State University

9. Tantayanondkul, Prasert. Analysis of layered concrete flexural members.

Degree: PhD, Graduate School, 1976, The Ohio State University

Subjects/Keywords: Engineering; Concrete bridges; Concrete bridges

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APA (6th Edition):

Tantayanondkul, P. (1976). Analysis of layered concrete flexural members. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487005384327196

Chicago Manual of Style (16th Edition):

Tantayanondkul, Prasert. “Analysis of layered concrete flexural members.” 1976. Doctoral Dissertation, The Ohio State University. Accessed March 22, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487005384327196.

MLA Handbook (7th Edition):

Tantayanondkul, Prasert. “Analysis of layered concrete flexural members.” 1976. Web. 22 Mar 2019.

Vancouver:

Tantayanondkul P. Analysis of layered concrete flexural members. [Internet] [Doctoral dissertation]. The Ohio State University; 1976. [cited 2019 Mar 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487005384327196.

Council of Science Editors:

Tantayanondkul P. Analysis of layered concrete flexural members. [Doctoral Dissertation]. The Ohio State University; 1976. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487005384327196


Ryerson University

10. Ishtiaq, Muhammad. Load distribution in concrete solid slab bridges.

Degree: 2011, Ryerson University

 Canadian Highway Bridge Design Code (CHBDC) specifies empirical equations for the moment and shear distribution factors for selected bridge configurations. These empirical equations were based… (more)

Subjects/Keywords: Concrete bridges  – Testing.; Concrete bridges  – Design and construction.; Bridges  – Specifications  – Canada.; Load factor design.

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APA (6th Edition):

Ishtiaq, M. (2011). Load distribution in concrete solid slab bridges. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6319

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):

Ishtiaq, Muhammad. “Load distribution in concrete solid slab bridges.” 2011. Thesis, Ryerson University. Accessed March 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6319.

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

MLA Handbook (7th Edition):

Ishtiaq, Muhammad. “Load distribution in concrete solid slab bridges.” 2011. Web. 22 Mar 2019.

Vancouver:

Ishtiaq M. Load distribution in concrete solid slab bridges. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Mar 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6319.

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

Council of Science Editors:

Ishtiaq M. Load distribution in concrete solid slab bridges. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6319

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


Columbia University

11. Zampieri, Andrea. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data.

Degree: 2015, Columbia University

Concrete highway bridges are important elements of our country's transportation infrastructure; however, only few studies that address their seismic behavior using data collected from instrumented… (more)

Subjects/Keywords: Bridges; Box girder bridges; Concrete bridges – Deterioration; Structural health monitoring; Structural analysis (Engineering); Earthquake hazard analysis; Concrete bridges; Civil engineering; Engineering

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APA (6th Edition):

Zampieri, A. (2015). Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D85Q4VTF

Chicago Manual of Style (16th Edition):

Zampieri, Andrea. “Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data.” 2015. Doctoral Dissertation, Columbia University. Accessed March 22, 2019. https://doi.org/10.7916/D85Q4VTF.

MLA Handbook (7th Edition):

Zampieri, Andrea. “Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data.” 2015. Web. 22 Mar 2019.

Vancouver:

Zampieri A. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. [Internet] [Doctoral dissertation]. Columbia University; 2015. [cited 2019 Mar 22]. Available from: https://doi.org/10.7916/D85Q4VTF.

Council of Science Editors:

Zampieri A. Seismic Behavior Analysis of Concrete Highway Bridges Based on Field Monitoring and Shaking Table Test Data. [Doctoral Dissertation]. Columbia University; 2015. Available from: https://doi.org/10.7916/D85Q4VTF


Ryerson University

12. Ahmed, Mahmoud Shaaban Sayed. Development and study of closure strip between precast deck panels in accelerated bridge construction.

Degree: 2016, Ryerson University

 This research investigates the use of glass fiber reinforced polymer (GFRP) bars in bridge decks and ultra-high performance fibre-reinforced concrete (UHPFRC) as filling materials in… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Bridges  – Design and construction; Bridges  – Floors  – Materials

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APA (6th Edition):

Ahmed, M. S. S. (2016). Development and study of closure strip between precast deck panels in accelerated bridge construction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5790

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):

Ahmed, Mahmoud Shaaban Sayed. “Development and study of closure strip between precast deck panels in accelerated bridge construction.” 2016. Thesis, Ryerson University. Accessed March 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A5790.

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

MLA Handbook (7th Edition):

Ahmed, Mahmoud Shaaban Sayed. “Development and study of closure strip between precast deck panels in accelerated bridge construction.” 2016. Web. 22 Mar 2019.

Vancouver:

Ahmed MSS. Development and study of closure strip between precast deck panels in accelerated bridge construction. [Internet] [Thesis]. Ryerson University; 2016. [cited 2019 Mar 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5790.

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

Council of Science Editors:

Ahmed MSS. Development and study of closure strip between precast deck panels in accelerated bridge construction. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5790

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


Georgia Tech

13. Balamutoglu, Leon Palamutyan. Economical comparison of a reinforced concrete highway arch bridge and reinforced concrete highway beam bridge.

Degree: MS, Civil engineering, 1939, Georgia Tech

Subjects/Keywords: Bridges, Concrete; Bridges, Arched

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APA (6th Edition):

Balamutoglu, L. P. (1939). Economical comparison of a reinforced concrete highway arch bridge and reinforced concrete highway beam bridge. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/33797

Chicago Manual of Style (16th Edition):

Balamutoglu, Leon Palamutyan. “Economical comparison of a reinforced concrete highway arch bridge and reinforced concrete highway beam bridge.” 1939. Masters Thesis, Georgia Tech. Accessed March 22, 2019. http://hdl.handle.net/1853/33797.

MLA Handbook (7th Edition):

Balamutoglu, Leon Palamutyan. “Economical comparison of a reinforced concrete highway arch bridge and reinforced concrete highway beam bridge.” 1939. Web. 22 Mar 2019.

Vancouver:

Balamutoglu LP. Economical comparison of a reinforced concrete highway arch bridge and reinforced concrete highway beam bridge. [Internet] [Masters thesis]. Georgia Tech; 1939. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1853/33797.

Council of Science Editors:

Balamutoglu LP. Economical comparison of a reinforced concrete highway arch bridge and reinforced concrete highway beam bridge. [Masters Thesis]. Georgia Tech; 1939. Available from: http://hdl.handle.net/1853/33797


Ryerson University

14. Marvi, Bahman. Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection.

Degree: 2010, Ryerson University

 The use of prefabricated elements and systems in bridge construction has recently been the subject of much attention and interest amongst bridge jurisdictions as a… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Bridges  – Design and construction

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APA (6th Edition):

Marvi, B. (2010). Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2333

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):

Marvi, Bahman. “Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection.” 2010. Thesis, Ryerson University. Accessed March 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2333.

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

MLA Handbook (7th Edition):

Marvi, Bahman. “Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection.” 2010. Web. 22 Mar 2019.

Vancouver:

Marvi B. Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection. [Internet] [Thesis]. Ryerson University; 2010. [cited 2019 Mar 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2333.

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

Council of Science Editors:

Marvi B. Push-Off Tests On Full-Depth Precast Concrete Bridge Deck Panel To Steel Girder Connection. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2333

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


Oklahoma State University

15. Contreras-Nieto, Cristian. Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges.

Degree: Civil & Environmental Engineering, 2014, Oklahoma State University

 Due to the importance of estimating costs and approving budgets of maintenance and construction bridges, it is necessary to evaluate how some variables, such as… (more)

Subjects/Keywords: bridge deterioration; prestressed concrete bridges; steel bridges; superstructure rating

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APA (6th Edition):

Contreras-Nieto, C. (2014). Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/14780

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):

Contreras-Nieto, Cristian. “Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges.” 2014. Thesis, Oklahoma State University. Accessed March 22, 2019. http://hdl.handle.net/11244/14780.

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

MLA Handbook (7th Edition):

Contreras-Nieto, Cristian. “Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges.” 2014. Web. 22 Mar 2019.

Vancouver:

Contreras-Nieto C. Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/11244/14780.

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

Council of Science Editors:

Contreras-Nieto C. Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/14780

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


Michigan State University

16. Maurer, Lee W. A reinforced concrete arch bridge model.

Degree: B.S., 1927, Michigan State University

Subjects/Keywords: Arch bridges; Concrete bridges

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APA (6th Edition):

Maurer, L. W. (1927). A reinforced concrete arch bridge model. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:12004

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):

Maurer, Lee W. “A reinforced concrete arch bridge model.” 1927. Thesis, Michigan State University. Accessed March 22, 2019. http://etd.lib.msu.edu/islandora/object/etd:12004.

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

MLA Handbook (7th Edition):

Maurer, Lee W. “A reinforced concrete arch bridge model.” 1927. Web. 22 Mar 2019.

Vancouver:

Maurer LW. A reinforced concrete arch bridge model. [Internet] [Thesis]. Michigan State University; 1927. [cited 2019 Mar 22]. Available from: http://etd.lib.msu.edu/islandora/object/etd:12004.

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

Council of Science Editors:

Maurer LW. A reinforced concrete arch bridge model. [Thesis]. Michigan State University; 1927. Available from: http://etd.lib.msu.edu/islandora/object/etd:12004

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


Michigan State University

17. Davis, Alan G. Design of concrete arch for Childsdale Road, Rockford, Michigan.

Degree: B.S., 1940, Michigan State University

Subjects/Keywords: Arch bridges; Concrete bridges

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APA (6th Edition):

Davis, A. G. (1940). Design of concrete arch for Childsdale Road, Rockford, Michigan. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:10419

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):

Davis, Alan G. “Design of concrete arch for Childsdale Road, Rockford, Michigan.” 1940. Thesis, Michigan State University. Accessed March 22, 2019. http://etd.lib.msu.edu/islandora/object/etd:10419.

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

MLA Handbook (7th Edition):

Davis, Alan G. “Design of concrete arch for Childsdale Road, Rockford, Michigan.” 1940. Web. 22 Mar 2019.

Vancouver:

Davis AG. Design of concrete arch for Childsdale Road, Rockford, Michigan. [Internet] [Thesis]. Michigan State University; 1940. [cited 2019 Mar 22]. Available from: http://etd.lib.msu.edu/islandora/object/etd:10419.

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

Council of Science Editors:

Davis AG. Design of concrete arch for Childsdale Road, Rockford, Michigan. [Thesis]. Michigan State University; 1940. Available from: http://etd.lib.msu.edu/islandora/object/etd:10419

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


Texas A&M University

18. Harvat, Jessica. Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge.

Degree: 2010, Texas A&M University

 The effect of corrosion on a single-bent, reinforced concrete (RC) bridge subject to seismic loading is the primary focus of this research. This work attempts… (more)

Subjects/Keywords: Corrosion; Reinforced Concrete; Seismic Effects; Bridges

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APA (6th Edition):

Harvat, J. (2010). Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291

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):

Harvat, Jessica. “Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge.” 2010. Thesis, Texas A&M University. Accessed March 22, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291.

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

MLA Handbook (7th Edition):

Harvat, Jessica. “Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge.” 2010. Web. 22 Mar 2019.

Vancouver:

Harvat J. Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291.

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

Council of Science Editors:

Harvat J. Effect of Corrosion on the Seismic Response of a Single-Bent, Reinforced Concrete Bridge. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-291

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


Addis Ababa University

19. Sintayehu, Melaku. ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES .

Degree: 2015, Addis Ababa University

 In the current world, one of the most common bridge construction technologies is steel concrete composite bridge. The primary advantages of this technology are: their… (more)

Subjects/Keywords: STEEL CONCRETE; ECONOMIC DESIGN; COMPOSITE BRIDGES

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APA (6th Edition):

Sintayehu, M. (2015). ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/8018

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):

Sintayehu, Melaku. “ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES .” 2015. Thesis, Addis Ababa University. Accessed March 22, 2019. http://etd.aau.edu.et/dspace/handle/123456789/8018.

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

MLA Handbook (7th Edition):

Sintayehu, Melaku. “ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES .” 2015. Web. 22 Mar 2019.

Vancouver:

Sintayehu M. ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2015. [cited 2019 Mar 22]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/8018.

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

Council of Science Editors:

Sintayehu M. ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES . [Thesis]. Addis Ababa University; 2015. Available from: http://etd.aau.edu.et/dspace/handle/123456789/8018

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


Oregon State University

20. Turan, O. Tugrul. Design, analysis and evaluation of bridge superstructures for live loads.

Degree: PhD, Civil Engineering, 2009, Oregon State University

 Due to age, original design that is deficient by modern standards, inadequate maintenance, environmental conditions, and increasing loads, large numbers of bridges in United States… (more)

Subjects/Keywords: Concrete; Bridges  – Live loads  – Testing  – Mathematical models

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APA (6th Edition):

Turan, O. T. (2009). Design, analysis and evaluation of bridge superstructures for live loads. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/13712

Chicago Manual of Style (16th Edition):

Turan, O Tugrul. “Design, analysis and evaluation of bridge superstructures for live loads.” 2009. Doctoral Dissertation, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/13712.

MLA Handbook (7th Edition):

Turan, O Tugrul. “Design, analysis and evaluation of bridge superstructures for live loads.” 2009. Web. 22 Mar 2019.

Vancouver:

Turan OT. Design, analysis and evaluation of bridge superstructures for live loads. [Internet] [Doctoral dissertation]. Oregon State University; 2009. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/13712.

Council of Science Editors:

Turan OT. Design, analysis and evaluation of bridge superstructures for live loads. [Doctoral Dissertation]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/13712


Oregon State University

21. Potisuk, Tanarat. Analysis of conventionally reinforced concrete deck girder bridges for shear.

Degree: PhD, Civil Engineering, 2004, Oregon State University

 Large numbers of 1950's vintage conventionally reinforced concrete (CRC) bridges remain in-service in the national bridge inventory. Many of these bridges are lightly reinforced for… (more)

Subjects/Keywords: Bridges; Concrete  – Evaluation

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APA (6th Edition):

Potisuk, T. (2004). Analysis of conventionally reinforced concrete deck girder bridges for shear. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/29598

Chicago Manual of Style (16th Edition):

Potisuk, Tanarat. “Analysis of conventionally reinforced concrete deck girder bridges for shear.” 2004. Doctoral Dissertation, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/29598.

MLA Handbook (7th Edition):

Potisuk, Tanarat. “Analysis of conventionally reinforced concrete deck girder bridges for shear.” 2004. Web. 22 Mar 2019.

Vancouver:

Potisuk T. Analysis of conventionally reinforced concrete deck girder bridges for shear. [Internet] [Doctoral dissertation]. Oregon State University; 2004. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/29598.

Council of Science Editors:

Potisuk T. Analysis of conventionally reinforced concrete deck girder bridges for shear. [Doctoral Dissertation]. Oregon State University; 2004. Available from: http://hdl.handle.net/1957/29598


Oregon State University

22. Knudtsen, Jonathan. Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars.

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

 Aging and deficient infrastructure has become a major problem throughout the world. This is particularly evident in the case of reinforced concrete (RC) bridges. The… (more)

Subjects/Keywords: titanium; Concrete bridges  – Maintenance and repair

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APA (6th Edition):

Knudtsen, J. (2016). Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59678

Chicago Manual of Style (16th Edition):

Knudtsen, Jonathan. “Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars.” 2016. Masters Thesis, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/59678.

MLA Handbook (7th Edition):

Knudtsen, Jonathan. “Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars.” 2016. Web. 22 Mar 2019.

Vancouver:

Knudtsen J. Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/59678.

Council of Science Editors:

Knudtsen J. Shear strengthening reinforced concrete bridge girders using near-surface mounted titanium alloy bars. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59678


University of Hong Kong

23. 陳國煌; Chan, Kwok-wong. Analysis of curved bridge decks.

Degree: MSin Engineering, 1969, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Bridges; Concrete - Floors.

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APA (6th Edition):

陳國煌; Chan, K. (1969). Analysis of curved bridge decks. (Masters Thesis). University of Hong Kong. Retrieved from Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600

Chicago Manual of Style (16th Edition):

陳國煌; Chan, Kwok-wong. “Analysis of curved bridge decks.” 1969. Masters Thesis, University of Hong Kong. Accessed March 22, 2019. Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600.

MLA Handbook (7th Edition):

陳國煌; Chan, Kwok-wong. “Analysis of curved bridge decks.” 1969. Web. 22 Mar 2019.

Vancouver:

陳國煌; Chan K. Analysis of curved bridge decks. [Internet] [Masters thesis]. University of Hong Kong; 1969. [cited 2019 Mar 22]. Available from: Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600.

Council of Science Editors:

陳國煌; Chan K. Analysis of curved bridge decks. [Masters Thesis]. University of Hong Kong; 1969. Available from: Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600


University of Hong Kong

24. Chen, Xiachun. Full-range behaviour of prestressed concrete bridges with corrugated steel webs.

Degree: PhD, 2016, University of Hong Kong

 Bridge engineers and researchers have been looking for efficient structural forms under the performance-based concept to satisfy various attributes, including serviceability, safety, economy, constructability, durability,… (more)

Subjects/Keywords: Prestressed concrete bridges - Design and construction

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APA (6th Edition):

Chen, X. (2016). Full-range behaviour of prestressed concrete bridges with corrugated steel webs. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235918

Chicago Manual of Style (16th Edition):

Chen, Xiachun. “Full-range behaviour of prestressed concrete bridges with corrugated steel webs.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed March 22, 2019. http://hdl.handle.net/10722/235918.

MLA Handbook (7th Edition):

Chen, Xiachun. “Full-range behaviour of prestressed concrete bridges with corrugated steel webs.” 2016. Web. 22 Mar 2019.

Vancouver:

Chen X. Full-range behaviour of prestressed concrete bridges with corrugated steel webs. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/10722/235918.

Council of Science Editors:

Chen X. Full-range behaviour of prestressed concrete bridges with corrugated steel webs. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235918


Ryerson University

25. Abolghasem, Alireza. Experimental Investigation on Pull-out Strength of Pre- and Post-Installed GFRP bars for Bridge Barrier Construction.

Degree: 2013, Ryerson University

 This study aims at providing research information on the pullout capacity of straight and headed-end GFRP bars embedded in bridge deck slab as pre-installed anchors… (more)

Subjects/Keywords: Concrete bridges  – Corrosion  – Prevention; Reinforcing bars  – Testing

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APA (6th Edition):

Abolghasem, A. (2013). Experimental Investigation on Pull-out Strength of Pre- and Post-Installed GFRP bars for Bridge Barrier Construction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2146

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):

Abolghasem, Alireza. “Experimental Investigation on Pull-out Strength of Pre- and Post-Installed GFRP bars for Bridge Barrier Construction.” 2013. Thesis, Ryerson University. Accessed March 22, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2146.

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

MLA Handbook (7th Edition):

Abolghasem, Alireza. “Experimental Investigation on Pull-out Strength of Pre- and Post-Installed GFRP bars for Bridge Barrier Construction.” 2013. Web. 22 Mar 2019.

Vancouver:

Abolghasem A. Experimental Investigation on Pull-out Strength of Pre- and Post-Installed GFRP bars for Bridge Barrier Construction. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Mar 22]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2146.

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

Council of Science Editors:

Abolghasem A. Experimental Investigation on Pull-out Strength of Pre- and Post-Installed GFRP bars for Bridge Barrier Construction. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2146

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


Montana State University

26. Kuehl, Tyler William. An investigation of a prefabricated steel truss girder bridge with a composite concrete deck.

Degree: College of Engineering, 2018, Montana State University

 Steel truss girder bridges are an efficient and aesthetic option for highway crossings. Their relatively light weight compared with steel plate girder systems make them… (more)

Subjects/Keywords: Bridges.; Girders.; Concrete construction.; Composites materials.; Steel.

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APA (6th Edition):

Kuehl, T. W. (2018). An investigation of a prefabricated steel truss girder bridge with a composite concrete deck. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/14563

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):

Kuehl, Tyler William. “An investigation of a prefabricated steel truss girder bridge with a composite concrete deck.” 2018. Thesis, Montana State University. Accessed March 22, 2019. https://scholarworks.montana.edu/xmlui/handle/1/14563.

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

MLA Handbook (7th Edition):

Kuehl, Tyler William. “An investigation of a prefabricated steel truss girder bridge with a composite concrete deck.” 2018. Web. 22 Mar 2019.

Vancouver:

Kuehl TW. An investigation of a prefabricated steel truss girder bridge with a composite concrete deck. [Internet] [Thesis]. Montana State University; 2018. [cited 2019 Mar 22]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/14563.

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

Council of Science Editors:

Kuehl TW. An investigation of a prefabricated steel truss girder bridge with a composite concrete deck. [Thesis]. Montana State University; 2018. Available from: https://scholarworks.montana.edu/xmlui/handle/1/14563

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


Oregon State University

27. Sujjavanich, Suvimol. Early age performance of latex-modified concrete bridge deck overlays.

Degree: PhD, Civil Engineering, 1996, Oregon State University

 Environmental factors and physical properties of latex modified concrete (LMC) are hypothesized to contribute to early age cracking in bridge deck overlays. Cracking permits the… (more)

Subjects/Keywords: Bridges; Concrete  – Cracking

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APA (6th Edition):

Sujjavanich, S. (1996). Early age performance of latex-modified concrete bridge deck overlays. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/33993

Chicago Manual of Style (16th Edition):

Sujjavanich, Suvimol. “Early age performance of latex-modified concrete bridge deck overlays.” 1996. Doctoral Dissertation, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/33993.

MLA Handbook (7th Edition):

Sujjavanich, Suvimol. “Early age performance of latex-modified concrete bridge deck overlays.” 1996. Web. 22 Mar 2019.

Vancouver:

Sujjavanich S. Early age performance of latex-modified concrete bridge deck overlays. [Internet] [Doctoral dissertation]. Oregon State University; 1996. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/33993.

Council of Science Editors:

Sujjavanich S. Early age performance of latex-modified concrete bridge deck overlays. [Doctoral Dissertation]. Oregon State University; 1996. Available from: http://hdl.handle.net/1957/33993


Oregon State University

28. Robelo, Melissa J. Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range.

Degree: MS, Civil Engineering, 2004, Oregon State University

 Performance evaluation of conventionally reinforced concrete (CRC) bridge superstructure elements with diagonal cracks is of interest to the bridge engineering community. Standardized methods to predict… (more)

Subjects/Keywords: Bridges; Concrete  – Cracking

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APA (6th Edition):

Robelo, M. J. (2004). Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/22987

Chicago Manual of Style (16th Edition):

Robelo, Melissa J. “Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range.” 2004. Masters Thesis, Oregon State University. Accessed March 22, 2019. http://hdl.handle.net/1957/22987.

MLA Handbook (7th Edition):

Robelo, Melissa J. “Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range.” 2004. Web. 22 Mar 2019.

Vancouver:

Robelo MJ. Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range. [Internet] [Masters thesis]. Oregon State University; 2004. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/1957/22987.

Council of Science Editors:

Robelo MJ. Analysis of diagonally cracked conventionally reinforced concrete girders in the service load range. [Masters Thesis]. Oregon State University; 2004. Available from: http://hdl.handle.net/1957/22987


KTH

29. Gkorogias, Panagiotis. Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety.

Degree: Civil and Architectural Engineering, 2015, KTH

  In this thesis project a concrete sandwich wall element of 250 mm insulation of Kooltherm has been resulted to have U-values and ψ-values closer… (more)

Subjects/Keywords: Concrete sandwich elements; thermal bridges; passive housing

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APA (6th Edition):

Gkorogias, P. (2015). Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168734

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):

Gkorogias, Panagiotis. “Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety.” 2015. Thesis, KTH. Accessed March 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168734.

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

MLA Handbook (7th Edition):

Gkorogias, Panagiotis. “Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety.” 2015. Web. 22 Mar 2019.

Vancouver:

Gkorogias P. Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety. [Internet] [Thesis]. KTH; 2015. [cited 2019 Mar 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168734.

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

Council of Science Editors:

Gkorogias P. Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety. [Thesis]. KTH; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168734

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


University of Oklahoma

30. Murray, Cameron. UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS.

Degree: PhD, 2017, University of Oklahoma

 A prestressed concrete bridge is a complex system. The interconnectivity of several girders, a deck, and secondary elements such as diaphragms makes their behavior difficult… (more)

Subjects/Keywords: Prestressed Concrete; Bridges; Shear; Bridge Modeling

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

APA (6th Edition):

Murray, C. (2017). UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/51831

Chicago Manual of Style (16th Edition):

Murray, Cameron. “UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS.” 2017. Doctoral Dissertation, University of Oklahoma. Accessed March 22, 2019. http://hdl.handle.net/11244/51831.

MLA Handbook (7th Edition):

Murray, Cameron. “UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS.” 2017. Web. 22 Mar 2019.

Vancouver:

Murray C. UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2017. [cited 2019 Mar 22]. Available from: http://hdl.handle.net/11244/51831.

Council of Science Editors:

Murray C. UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS. [Doctoral Dissertation]. University of Oklahoma; 2017. Available from: http://hdl.handle.net/11244/51831

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