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You searched for subject:(Reinforced concrete bridges bridge construction ). Showing records 1 – 30 of 27139 total matches.

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1. Spathelf, Christian A. Fatigue Performance of Orthogonally Reinforced Concrete Slabs.

Degree: 2017, ETH Zürich

 This thesis aims at contributing to a better understanding of the fatigue performance of orthogonally reinforced concrete slabs, focusing on the influence of a deviation… (more)

Subjects/Keywords: Reinforced concrete; Fatigue; Slabs; Load-deformation response; Orthogonal reinforcement; Reinforced concrete bridges (bridge construction); Fatigue resistance, load-cycle strength (elastomechanics)

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

APA (6th Edition):

Spathelf, C. A. (2017). Fatigue Performance of Orthogonally Reinforced Concrete Slabs. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/188501

Chicago Manual of Style (16th Edition):

Spathelf, Christian A. “Fatigue Performance of Orthogonally Reinforced Concrete Slabs.” 2017. Doctoral Dissertation, ETH Zürich. Accessed December 11, 2019. http://hdl.handle.net/20.500.11850/188501.

MLA Handbook (7th Edition):

Spathelf, Christian A. “Fatigue Performance of Orthogonally Reinforced Concrete Slabs.” 2017. Web. 11 Dec 2019.

Vancouver:

Spathelf CA. Fatigue Performance of Orthogonally Reinforced Concrete Slabs. [Internet] [Doctoral dissertation]. ETH Zürich; 2017. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/20.500.11850/188501.

Council of Science Editors:

Spathelf CA. Fatigue Performance of Orthogonally Reinforced Concrete Slabs. [Doctoral Dissertation]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/188501


Ryerson University

2. Khalafalla, Imad E. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.

Degree: 2014, Ryerson University

 This research investigates the use of glass fiber reinforced polymer (GFRP) bars to reinforce the bridge deck slabs as well as jointed precast bridge deck… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Concrete bridges  – Floors  – Testing; Precast concrete construction  – Testing; Precast concrete construction; Strains and stresses; Reinforced concrete construction; Fiber-reinforced concrete

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APA (6th Edition):

Khalafalla, I. E. (2014). Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3534

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):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

MLA Handbook (7th Edition):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Web. 11 Dec 2019.

Vancouver:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2019 Dec 11]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

Council of Science Editors:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534

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


Rutgers University

3. Al-Nawadi, Hasan, 1981-. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.

Degree: PhD, Civil and Environmental Engineering, 2019, Rutgers University

Reinforced concrete is one of the most efficient building materials widely used across the world, however, corrosion of its embedded steel reinforcement is the most… (more)

Subjects/Keywords: Reinforced concrete  – Corrosion; Concrete bridges  – Design and construction

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APA (6th Edition):

Al-Nawadi, Hasan, 1. (2019). Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59931/

Chicago Manual of Style (16th Edition):

Al-Nawadi, Hasan, 1981-. “Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.” 2019. Doctoral Dissertation, Rutgers University. Accessed December 11, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/59931/.

MLA Handbook (7th Edition):

Al-Nawadi, Hasan, 1981-. “Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions.” 2019. Web. 11 Dec 2019.

Vancouver:

Al-Nawadi, Hasan 1. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2019 Dec 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59931/.

Council of Science Editors:

Al-Nawadi, Hasan 1. Corrosion behavior of reinforced concrete bridge decks under laboratory and field conditions. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59931/


University of KwaZulu-Natal

4. Ronny, Ravi. Critique of durability specifications for concrete bridges on national roads in South Africa.

Degree: Civil engineering, 2011, University of KwaZulu-Natal

 Damage to reinforced concrete bridges due to carbonation and chloride induced corrosion is widespread in South Africa and prone in environments where carbon dioxide is… (more)

Subjects/Keywords: Concrete bridges – South Africa – Design and construction.; Reinforced concrete construction.; Concrete – Service life; Civil engineering.

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APA (6th Edition):

Ronny, R. (2011). Critique of durability specifications for concrete bridges on national roads in South Africa. (Thesis). University of KwaZulu-Natal. Retrieved from http://hdl.handle.net/10413/2792

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):

Ronny, Ravi. “Critique of durability specifications for concrete bridges on national roads in South Africa. ” 2011. Thesis, University of KwaZulu-Natal. Accessed December 11, 2019. http://hdl.handle.net/10413/2792.

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

MLA Handbook (7th Edition):

Ronny, Ravi. “Critique of durability specifications for concrete bridges on national roads in South Africa. ” 2011. Web. 11 Dec 2019.

Vancouver:

Ronny R. Critique of durability specifications for concrete bridges on national roads in South Africa. [Internet] [Thesis]. University of KwaZulu-Natal; 2011. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10413/2792.

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

Council of Science Editors:

Ronny R. Critique of durability specifications for concrete bridges on national roads in South Africa. [Thesis]. University of KwaZulu-Natal; 2011. Available from: http://hdl.handle.net/10413/2792

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


University of Johannesburg

5. Krijnauw, Pieter. Die skuifsterkte van gewapende beton.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

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):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Thesis, University of Johannesburg. Accessed December 11, 2019. http://hdl.handle.net/10210/9263.

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

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Web. 11 Dec 2019.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10210/9263.

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

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

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


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 December 11, 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. 11 Dec 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 Dec 11]. 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


Portland State University

7. Lopez Ibaceta, Alvaro Francisco. Seismic Performance of Substandard Reinforced Concrete Bridge Columns under Subduction-Zone Ground Motions.

Degree: PhD, Civil and Environmental Engineering, 2019, Portland State University

  A large magnitude, long duration subduction earthquake is impending in the Pacific Northwest, which lies near the Cascadia Subduction Zone (CSZ). Great subduction zone… (more)

Subjects/Keywords: Reinforced concrete construction  – Earthquake effects  – Testing; Concrete bridges  – Earthquake effects  – Testing; Earthquake hazard analysis; Bridges  – Retrofitting; Earthquakes; Civil and Environmental Engineering

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APA (6th Edition):

Lopez Ibaceta, A. F. (2019). Seismic Performance of Substandard Reinforced Concrete Bridge Columns under Subduction-Zone Ground Motions. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4977

Chicago Manual of Style (16th Edition):

Lopez Ibaceta, Alvaro Francisco. “Seismic Performance of Substandard Reinforced Concrete Bridge Columns under Subduction-Zone Ground Motions.” 2019. Doctoral Dissertation, Portland State University. Accessed December 11, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4977.

MLA Handbook (7th Edition):

Lopez Ibaceta, Alvaro Francisco. “Seismic Performance of Substandard Reinforced Concrete Bridge Columns under Subduction-Zone Ground Motions.” 2019. Web. 11 Dec 2019.

Vancouver:

Lopez Ibaceta AF. Seismic Performance of Substandard Reinforced Concrete Bridge Columns under Subduction-Zone Ground Motions. [Internet] [Doctoral dissertation]. Portland State University; 2019. [cited 2019 Dec 11]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4977.

Council of Science Editors:

Lopez Ibaceta AF. Seismic Performance of Substandard Reinforced Concrete Bridge Columns under Subduction-Zone Ground Motions. [Doctoral Dissertation]. Portland State University; 2019. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4977


University of Kentucky

8. Smith, Jeffrey L. LIFE-CYCLE COST ANALYSIS OF REINFORCED CONCRETE BRIDGES REHABILITATED WITH CFRP.

Degree: 2015, University of Kentucky

 The deterioration of highway bridges and structures and the cost of repairing, rehabilitating, or replacing deteriorated structures is a major issue for bridge owners. An… (more)

Subjects/Keywords: life-cycle cost analysis; bridge rehabilitation; reinforced concrete t-beam bridges; fiber-reinforced polymer; Civil Engineering; Economics; Structural Engineering

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

APA (6th Edition):

Smith, J. L. (2015). LIFE-CYCLE COST ANALYSIS OF REINFORCED CONCRETE BRIDGES REHABILITATED WITH CFRP. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/33

Chicago Manual of Style (16th Edition):

Smith, Jeffrey L. “LIFE-CYCLE COST ANALYSIS OF REINFORCED CONCRETE BRIDGES REHABILITATED WITH CFRP.” 2015. Doctoral Dissertation, University of Kentucky. Accessed December 11, 2019. https://uknowledge.uky.edu/ce_etds/33.

MLA Handbook (7th Edition):

Smith, Jeffrey L. “LIFE-CYCLE COST ANALYSIS OF REINFORCED CONCRETE BRIDGES REHABILITATED WITH CFRP.” 2015. Web. 11 Dec 2019.

Vancouver:

Smith JL. LIFE-CYCLE COST ANALYSIS OF REINFORCED CONCRETE BRIDGES REHABILITATED WITH CFRP. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2019 Dec 11]. Available from: https://uknowledge.uky.edu/ce_etds/33.

Council of Science Editors:

Smith JL. LIFE-CYCLE COST ANALYSIS OF REINFORCED CONCRETE BRIDGES REHABILITATED WITH CFRP. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/33


Brno University of Technology

9. Menšík, Martin. Most přes řeku Moravu .

Degree: 2015, Brno University of Technology

 Práce se zabývá návrhem nové mostní konstrukce na místě stávajícího mostu na silnici II/312 v obci Vlaské přes řeku Moravu. Hlavní náplní je statický výpočet… (more)

Subjects/Keywords: deskotrám; předpjatá konstrukce; železobeton; betonový most; slab-beam; prestressed construction; reinforced concrete; concrete bridge

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APA (6th Edition):

Menšík, M. (2015). Most přes řeku Moravu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42342

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):

Menšík, Martin. “Most přes řeku Moravu .” 2015. Thesis, Brno University of Technology. Accessed December 11, 2019. http://hdl.handle.net/11012/42342.

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

MLA Handbook (7th Edition):

Menšík, Martin. “Most přes řeku Moravu .” 2015. Web. 11 Dec 2019.

Vancouver:

Menšík M. Most přes řeku Moravu . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/11012/42342.

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

Council of Science Editors:

Menšík M. Most přes řeku Moravu . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42342

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


University of Florida

10. Coan, Matthew. The Low Impact Alternatives to Bridge/Pathway Construction.

Degree: M.S.B.C., Building Construction, 2010, University of Florida

 This study examines the impacts, positive and negative, that various materials and installation processes have on the environment when applied to pathway and bridge construction.… (more)

Subjects/Keywords: Asphalt; Concrete bridges; Concretes; Construction materials; Footbridges; Maintenance costs; Mulches; Steels; Trucks; Wooden bridges; bridge, down, impact, low, pathway, top

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

APA (6th Edition):

Coan, M. (2010). The Low Impact Alternatives to Bridge/Pathway Construction. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042282

Chicago Manual of Style (16th Edition):

Coan, Matthew. “The Low Impact Alternatives to Bridge/Pathway Construction.” 2010. Masters Thesis, University of Florida. Accessed December 11, 2019. http://ufdc.ufl.edu/UFE0042282.

MLA Handbook (7th Edition):

Coan, Matthew. “The Low Impact Alternatives to Bridge/Pathway Construction.” 2010. Web. 11 Dec 2019.

Vancouver:

Coan M. The Low Impact Alternatives to Bridge/Pathway Construction. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Dec 11]. Available from: http://ufdc.ufl.edu/UFE0042282.

Council of Science Editors:

Coan M. The Low Impact Alternatives to Bridge/Pathway Construction. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0042282


Ryerson University

11. Pourrastegar, Azita. Structural health monitoring of two-way slabs based on random decrement technique.

Degree: 2017, Ryerson University

 The current research attempts to explore the feasible use of a Structural Health Monitoring method for a two-way slab system through the effective vibration based… (more)

Subjects/Keywords: Structural analysis (Engineering); Structural design; Structural health monitoring; Bridges  – Testing; Reinforced concrete construction

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

APA (6th Edition):

Pourrastegar, A. (2017). Structural health monitoring of two-way slabs based on random decrement technique. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6631

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):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

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

MLA Handbook (7th Edition):

Pourrastegar, Azita. “Structural health monitoring of two-way slabs based on random decrement technique.” 2017. Web. 11 Dec 2019.

Vancouver:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Dec 11]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6631.

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

Council of Science Editors:

Pourrastegar A. Structural health monitoring of two-way slabs based on random decrement technique. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6631

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

12. Benamer, Mohamed R. Omar. Computational modelling of hysteresis and damage in reinforced concrete bridge columns subject to seismic loading.

Degree: PhD, 2013, Swansea University

 Box-girder bridges supported by single reinforced concrete (RC) columns are expected to sustain seismic shocks with minor structural damages in seismically active regions where transportation… (more)

Subjects/Keywords: 624.2; Computer simulation; Reinforced concrete; Bridges; Design and construction; Earthquake zones; Hysteresis

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

APA (6th Edition):

Benamer, M. R. O. (2013). Computational modelling of hysteresis and damage in reinforced concrete bridge columns subject to seismic loading. (Doctoral Dissertation). Swansea University. Retrieved from https://cronfa.swan.ac.uk/Record/cronfa42309 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.643432

Chicago Manual of Style (16th Edition):

Benamer, Mohamed R Omar. “Computational modelling of hysteresis and damage in reinforced concrete bridge columns subject to seismic loading.” 2013. Doctoral Dissertation, Swansea University. Accessed December 11, 2019. https://cronfa.swan.ac.uk/Record/cronfa42309 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.643432.

MLA Handbook (7th Edition):

Benamer, Mohamed R Omar. “Computational modelling of hysteresis and damage in reinforced concrete bridge columns subject to seismic loading.” 2013. Web. 11 Dec 2019.

Vancouver:

Benamer MRO. Computational modelling of hysteresis and damage in reinforced concrete bridge columns subject to seismic loading. [Internet] [Doctoral dissertation]. Swansea University; 2013. [cited 2019 Dec 11]. Available from: https://cronfa.swan.ac.uk/Record/cronfa42309 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.643432.

Council of Science Editors:

Benamer MRO. Computational modelling of hysteresis and damage in reinforced concrete bridge columns subject to seismic loading. [Doctoral Dissertation]. Swansea University; 2013. Available from: https://cronfa.swan.ac.uk/Record/cronfa42309 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.643432


University of Illinois – Urbana-Champaign

13. Gries, Matthew B. Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

Bridges, particularly short-span highway bridges, are basic elements of nearly all contemporary transportation networks. For reinforced concrete structures, complete information regarding the number, size, and… (more)

Subjects/Keywords: reinforced concrete bridge assessment

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APA (6th Edition):

Gries, M. B. (2010). Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/15970

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):

Gries, Matthew B. “Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed December 11, 2019. http://hdl.handle.net/2142/15970.

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

MLA Handbook (7th Edition):

Gries, Matthew B. “Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges.” 2010. Web. 11 Dec 2019.

Vancouver:

Gries MB. Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/2142/15970.

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

Council of Science Editors:

Gries MB. Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/15970

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


University of Hong Kong

14. Chen, Mantai. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.

Degree: M. Phil., 2014, University of Hong Kong

The stress-strain relationship of concrete in flexure is one of the essential parameters in assessing the flexural strength and ductility of reinforced concrete (RC) structures.… (more)

Subjects/Keywords: Reinforced concrete construction

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APA (6th Edition):

Chen, M. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Masters Thesis). University of Hong Kong. Retrieved from Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429

Chicago Manual of Style (16th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Masters Thesis, University of Hong Kong. Accessed December 11, 2019. Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

MLA Handbook (7th Edition):

Chen, Mantai. “Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns.” 2014. Web. 11 Dec 2019.

Vancouver:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Internet] [Masters thesis]. University of Hong Kong; 2014. [cited 2019 Dec 11]. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429.

Council of Science Editors:

Chen M. Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. [Masters Thesis]. University of Hong Kong; 2014. Available from: Chen, M. [陈满泰]. (2014). Combined effects of strain gradient and concrete strength on flexural strength and ductility design of RC beams and columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5317058 ; http://dx.doi.org/10.5353/th_b5317058 ; http://hdl.handle.net/10722/206429


University of Toronto

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

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 December 11, 2019. 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. 11 Dec 2019.

Vancouver:

Lehan AR. Development of a Slab-on-Girder Wood-concrete Composite Highway Bridge. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Dec 11]. 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


Oregon State University

16. 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 December 11, 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. 11 Dec 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 Dec 11]. 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


University of Hong Kong

17. Wang, Lu. Post-compressed plates for strengthening preloaded reinforced concretecolumns.

Degree: PhD, 2013, University of Hong Kong

 Reinforced concrete (RC) columns are the primary load-bearing structural components in buildings. Over time these columns may need to be repaired or strengthened either due… (more)

Subjects/Keywords: Reinforced concrete construction.; Columns, Concrete.

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APA (6th Edition):

Wang, L. (2013). Post-compressed plates for strengthening preloaded reinforced concretecolumns. (Doctoral Dissertation). University of Hong Kong. Retrieved from Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052

Chicago Manual of Style (16th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed December 11, 2019. Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

MLA Handbook (7th Edition):

Wang, Lu. “Post-compressed plates for strengthening preloaded reinforced concretecolumns.” 2013. Web. 11 Dec 2019.

Vancouver:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2019 Dec 11]. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052.

Council of Science Editors:

Wang L. Post-compressed plates for strengthening preloaded reinforced concretecolumns. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Wang, L. [王璐]. (2013). Post-compressed plates for strengthening preloaded reinforced concrete columns. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5016266 ; http://dx.doi.org/10.5353/th_b5016266 ; http://hdl.handle.net/10722/183052


University of Oklahoma

18. 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 (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 December 11, 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. 11 Dec 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 Dec 11]. 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


University of Miami

19. Cadenazzi, Thomas. The Halls River Bridge Case Study: Constructability, Economical, and Sustainability Aspects for an FRP Reinforced Concrete Bridge.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2019, University of Miami

  Glass Fiber-Reinforced Polymer (GFRP) bars and Carbon Fiber-Reinforced Polymer (CFRP) strands represent innovative and alternative technologies for the construction of resilient, durable and low-maintenance… (more)

Subjects/Keywords: Fiber Reinforced Polymer Materials; Reinforced and Prestressed Concrete Structures; Bridge Construction; Sustainable Construction; Halls River Bridge; Life Cycle Cost Analysis; Life Cycle Assessment Analysis

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APA (6th Edition):

Cadenazzi, T. (2019). The Halls River Bridge Case Study: Constructability, Economical, and Sustainability Aspects for an FRP Reinforced Concrete Bridge. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/2393

Chicago Manual of Style (16th Edition):

Cadenazzi, Thomas. “The Halls River Bridge Case Study: Constructability, Economical, and Sustainability Aspects for an FRP Reinforced Concrete Bridge.” 2019. Doctoral Dissertation, University of Miami. Accessed December 11, 2019. https://scholarlyrepository.miami.edu/oa_dissertations/2393.

MLA Handbook (7th Edition):

Cadenazzi, Thomas. “The Halls River Bridge Case Study: Constructability, Economical, and Sustainability Aspects for an FRP Reinforced Concrete Bridge.” 2019. Web. 11 Dec 2019.

Vancouver:

Cadenazzi T. The Halls River Bridge Case Study: Constructability, Economical, and Sustainability Aspects for an FRP Reinforced Concrete Bridge. [Internet] [Doctoral dissertation]. University of Miami; 2019. [cited 2019 Dec 11]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/2393.

Council of Science Editors:

Cadenazzi T. The Halls River Bridge Case Study: Constructability, Economical, and Sustainability Aspects for an FRP Reinforced Concrete Bridge. [Doctoral Dissertation]. University of Miami; 2019. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/2393


Brno University of Technology

20. Findura, David. Návrh železničního rámového mostu .

Degree: 2018, Brno University of Technology

 Tato práce řeší návrh dvoukolejného železničního rámového mostu přes údolí. Ze tří navrhovaných variant byla zvolena varianta 1 - předpjatá rámová konstrukce proměnného trámového průřezu.… (more)

Subjects/Keywords: Mostní konstrukce; předpjatá konstrukce; železniční most; rámový most; železobeton; statický výpočet; ztráty předpětí; Bridge construction; prestressed; construction; railway bridge; frame bridge; reinforced concrete; static calculation; losses in prestress

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APA (6th Edition):

Findura, D. (2018). Návrh železničního rámového mostu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70428

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):

Findura, David. “Návrh železničního rámového mostu .” 2018. Thesis, Brno University of Technology. Accessed December 11, 2019. http://hdl.handle.net/11012/70428.

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

MLA Handbook (7th Edition):

Findura, David. “Návrh železničního rámového mostu .” 2018. Web. 11 Dec 2019.

Vancouver:

Findura D. Návrh železničního rámového mostu . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/11012/70428.

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

Council of Science Editors:

Findura D. Návrh železničního rámového mostu . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70428

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


Brno University of Technology

21. Findura, David. Železniční most přes řeku Svitavu .

Degree: 2015, Brno University of Technology

 Tato práce řeší návrh jednokolejného železničního mostu přes řeku Svitavu. Ze tří navrhovaných variant byla jako nejhospodárnější a nejlépe proveditelná zvolena varianta 2 - dvoutrámový… (more)

Subjects/Keywords: Mostní konstrukce; předpjatá konstrukce; železniční most; trámový most; železobeton; statický výpočet; ztráty předpětí; Bridge construction; prestressed construction; railway bridge; beam bridge; reinforced concrete; static calculation; losses in prestress

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APA (6th Edition):

Findura, D. (2015). Železniční most přes řeku Svitavu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42009

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):

Findura, David. “Železniční most přes řeku Svitavu .” 2015. Thesis, Brno University of Technology. Accessed December 11, 2019. http://hdl.handle.net/11012/42009.

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

MLA Handbook (7th Edition):

Findura, David. “Železniční most přes řeku Svitavu .” 2015. Web. 11 Dec 2019.

Vancouver:

Findura D. Železniční most přes řeku Svitavu . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/11012/42009.

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

Council of Science Editors:

Findura D. Železniční most přes řeku Svitavu . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42009

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


Ryerson University

22. Gurbani, Sunny, R. Influence of formwork liners on fresh, mechanical and durability properties of cast concretes.

Degree: 2013, Ryerson University

 The following study investigates the influence of formwork liners on fresh, mechanical and durability properties of cast concretes. In order to investigate the influence of… (more)

Subjects/Keywords: Reinforced concrete construction  – Formwork; Concrete construction  – Formwork

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APA (6th Edition):

Gurbani, Sunny, R. (2013). Influence of formwork liners on fresh, mechanical and durability properties of cast concretes. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2857

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):

Gurbani, Sunny, R. “Influence of formwork liners on fresh, mechanical and durability properties of cast concretes.” 2013. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2857.

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

MLA Handbook (7th Edition):

Gurbani, Sunny, R. “Influence of formwork liners on fresh, mechanical and durability properties of cast concretes.” 2013. Web. 11 Dec 2019.

Vancouver:

Gurbani, Sunny R. Influence of formwork liners on fresh, mechanical and durability properties of cast concretes. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Dec 11]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2857.

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

Council of Science Editors:

Gurbani, Sunny R. Influence of formwork liners on fresh, mechanical and durability properties of cast concretes. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2857

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


Texas A&M University

23. 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 December 11, 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. 11 Dec 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 Dec 11]. 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


Ryerson University

24. Tropynina, Ekaterina. Structural Design Issues On GFRP-Reinforced Concrete Bridge Barriers.

Degree: 2012, Ryerson University

 In the era of bridge rehabilitation, glass fibre reinforced polymer (GFRP) bars are considered an alternative solution to steel reinforcement to eliminate steel corrosion. In… (more)

Subjects/Keywords: Glass-reinforced plastics; Concrete bridges; Reinforced concrete; Fiber; Cement composites

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APA (6th Edition):

Tropynina, E. (2012). Structural Design Issues On GFRP-Reinforced Concrete Bridge Barriers. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2316

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):

Tropynina, Ekaterina. “Structural Design Issues On GFRP-Reinforced Concrete Bridge Barriers.” 2012. Thesis, Ryerson University. Accessed December 11, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2316.

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

MLA Handbook (7th Edition):

Tropynina, Ekaterina. “Structural Design Issues On GFRP-Reinforced Concrete Bridge Barriers.” 2012. Web. 11 Dec 2019.

Vancouver:

Tropynina E. Structural Design Issues On GFRP-Reinforced Concrete Bridge Barriers. [Internet] [Thesis]. Ryerson University; 2012. [cited 2019 Dec 11]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2316.

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

Council of Science Editors:

Tropynina E. Structural Design Issues On GFRP-Reinforced Concrete Bridge Barriers. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2316

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


Florida Atlantic University

25. Chen, Di. Fatigue behavior of corrosion notched weathering steel samples.

Degree: MS, 2014, Florida Atlantic University

Summary: Weathering steel has been a primary construction material for bridges in the United States. Notches caused by corrosion are observed on the flange of… (more)

Subjects/Keywords: Iron and steel bridges  – Corrosion; Protective coatings  – Evaluation; Reinforced concrete construction; Steel  – Fatigue; Steel, Structural  – Corrosion

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APA (6th Edition):

Chen, D. (2014). Fatigue behavior of corrosion notched weathering steel samples. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004092 ; (URL) http://purl.flvc.org/fau/fd/FA00004092

Chicago Manual of Style (16th Edition):

Chen, Di. “Fatigue behavior of corrosion notched weathering steel samples.” 2014. Masters Thesis, Florida Atlantic University. Accessed December 11, 2019. http://purl.flvc.org/fau/fd/FA00004092 ; (URL) http://purl.flvc.org/fau/fd/FA00004092.

MLA Handbook (7th Edition):

Chen, Di. “Fatigue behavior of corrosion notched weathering steel samples.” 2014. Web. 11 Dec 2019.

Vancouver:

Chen D. Fatigue behavior of corrosion notched weathering steel samples. [Internet] [Masters thesis]. Florida Atlantic University; 2014. [cited 2019 Dec 11]. Available from: http://purl.flvc.org/fau/fd/FA00004092 ; (URL) http://purl.flvc.org/fau/fd/FA00004092.

Council of Science Editors:

Chen D. Fatigue behavior of corrosion notched weathering steel samples. [Masters Thesis]. Florida Atlantic University; 2014. Available from: http://purl.flvc.org/fau/fd/FA00004092 ; (URL) http://purl.flvc.org/fau/fd/FA00004092


Oklahoma State University

26. 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 December 11, 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. 11 Dec 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 Dec 11]. 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


Rutgers University

27. Kaur, Parneet, 1985-. Automated bridge deck evaluation using ground penetrating radar scans.

Degree: MS, Electrical and Computer Engineering, 2013, Rutgers University

 Reinforcement concrete (RC) bridge decks are surveyed regularly to ensure that they are safe to use and to determine if they require rehabilitation or replacement.… (more)

Subjects/Keywords: Concrete bridges – Maintenance and repair; Concrete bridges – Inspection; Ground penetrating radar; Reinforced concrete

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

APA (6th Edition):

Kaur, Parneet, 1. (2013). Automated bridge deck evaluation using ground penetrating radar scans. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/41804/

Chicago Manual of Style (16th Edition):

Kaur, Parneet, 1985-. “Automated bridge deck evaluation using ground penetrating radar scans.” 2013. Masters Thesis, Rutgers University. Accessed December 11, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/41804/.

MLA Handbook (7th Edition):

Kaur, Parneet, 1985-. “Automated bridge deck evaluation using ground penetrating radar scans.” 2013. Web. 11 Dec 2019.

Vancouver:

Kaur, Parneet 1. Automated bridge deck evaluation using ground penetrating radar scans. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2019 Dec 11]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41804/.

Council of Science Editors:

Kaur, Parneet 1. Automated bridge deck evaluation using ground penetrating radar scans. [Masters Thesis]. Rutgers University; 2013. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41804/


Addis Ababa University

28. Abiy, Alemu. COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES .

Degree: 2013, Addis Ababa University

Bridges affect people. People use them, and engineers design them and later build and maintain them. Bridges do not just happen. They must be planned… (more)

Subjects/Keywords: T-or Box-Girder bridge.; REINFORCED CONCRETE

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

APA (6th Edition):

Abiy, A. (2013). COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5058

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):

Abiy, Alemu. “COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES .” 2013. Thesis, Addis Ababa University. Accessed December 11, 2019. http://etd.aau.edu.et/dspace/handle/123456789/5058.

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

MLA Handbook (7th Edition):

Abiy, Alemu. “COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES .” 2013. Web. 11 Dec 2019.

Vancouver:

Abiy A. COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Dec 11]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5058.

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

Council of Science Editors:

Abiy A. COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5058

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


Iowa State University

29. Peggar, Robert. Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands.

Degree: 2014, Iowa State University

 Accelerated Bridge Construction (ABC) utilizing precast components continues to be used as an effective tool for bridge construction due to time and cost saving techniques… (more)

Subjects/Keywords: Civil, Construction and Environmental Engineering (Structural Engineering); Civil, Construction and Environmental Engineering; Structural Engineering; accelerated bridge construction; bulb-tee; precast concrete bridges; prestressing strands; seismic; strain penetration; Civil Engineering

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

APA (6th Edition):

Peggar, R. (2014). Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14233

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):

Peggar, Robert. “Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands.” 2014. Thesis, Iowa State University. Accessed December 11, 2019. https://lib.dr.iastate.edu/etd/14233.

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

MLA Handbook (7th Edition):

Peggar, Robert. “Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands.” 2014. Web. 11 Dec 2019.

Vancouver:

Peggar R. Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands. [Internet] [Thesis]. Iowa State University; 2014. [cited 2019 Dec 11]. Available from: https://lib.dr.iastate.edu/etd/14233.

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

Council of Science Editors:

Peggar R. Two integral girder connections for precast concrete bridges in seismic regions utilizing extended prestressing strands. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/14233

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


Florida Atlantic University

30. Abdelahad, Firas A. Analysis of blast/explosion resistant reinforced concrete solid slab and T-Beam bridges.

Degree: MS, 2008, Florida Atlantic University

Summary: This study presents and illustrates a methodology to calculate the capacity of an existing reinforced concrete bridge under a non-conventional blast load due to… (more)

Subjects/Keywords: Concrete beams – Vibration; Bridges, Concrete – Fatigue; Reinforced concrete construction; Bridges, Concrete – Design and construction

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

APA (6th Edition):

Abdelahad, F. A. (2008). Analysis of blast/explosion resistant reinforced concrete solid slab and T-Beam bridges. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fcla/flaent/EN00154040/68_1/98p0132d.pdf ; (URL) http://purl.flvc.org/FAU/58001

Chicago Manual of Style (16th Edition):

Abdelahad, Firas A. “Analysis of blast/explosion resistant reinforced concrete solid slab and T-Beam bridges.” 2008. Masters Thesis, Florida Atlantic University. Accessed December 11, 2019. http://purl.flvc.org/fcla/flaent/EN00154040/68_1/98p0132d.pdf ; (URL) http://purl.flvc.org/FAU/58001.

MLA Handbook (7th Edition):

Abdelahad, Firas A. “Analysis of blast/explosion resistant reinforced concrete solid slab and T-Beam bridges.” 2008. Web. 11 Dec 2019.

Vancouver:

Abdelahad FA. Analysis of blast/explosion resistant reinforced concrete solid slab and T-Beam bridges. [Internet] [Masters thesis]. Florida Atlantic University; 2008. [cited 2019 Dec 11]. Available from: http://purl.flvc.org/fcla/flaent/EN00154040/68_1/98p0132d.pdf ; (URL) http://purl.flvc.org/FAU/58001.

Council of Science Editors:

Abdelahad FA. Analysis of blast/explosion resistant reinforced concrete solid slab and T-Beam bridges. [Masters Thesis]. Florida Atlantic University; 2008. Available from: http://purl.flvc.org/fcla/flaent/EN00154040/68_1/98p0132d.pdf ; (URL) http://purl.flvc.org/FAU/58001

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