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You searched for subject:(Multi Girder Bridge Systems). Showing records 1 – 30 of 75015 total matches.

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Virginia Tech

1. Piñero, Juan C. Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems.

Degree: MS, Engineering Science and Mechanics, 2001, Virginia Tech

 American Association of State Highway and Transportation Officials (ASHTO) specifications have prescribed lateral load distribution factors to calculate the bending moments and shear forces for… (more)

Subjects/Keywords: Load Distribution Factors; Harmonic Decomposition Approach; Multi-Girder Bridge Systems; Military Vehicles

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APA (6th Edition):

Piñero, J. C. (2001). Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33213

Chicago Manual of Style (16th Edition):

Piñero, Juan C. “Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems.” 2001. Masters Thesis, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/33213.

MLA Handbook (7th Edition):

Piñero, Juan C. “Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems.” 2001. Web. 09 Aug 2020.

Vancouver:

Piñero JC. Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/33213.

Council of Science Editors:

Piñero JC. Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/33213

2. García Segura, Tatiana. Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria.

Degree: 2016, Universitat Politècnica de València

 [EN] Bridges, as an important component of infrastructure, are expected to meet all the requirements for a modern society. Traditionally, the primary aim in bridge(more)

Subjects/Keywords: Post-tensioned concrete; Box-girder bridge; Efficient design; Multi-objective optimization; Sustainability

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APA (6th Edition):

García Segura, T. (2016). Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/73147

Chicago Manual of Style (16th Edition):

García Segura, Tatiana. “Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. ” 2016. Doctoral Dissertation, Universitat Politècnica de València. Accessed August 09, 2020. http://hdl.handle.net/10251/73147.

MLA Handbook (7th Edition):

García Segura, Tatiana. “Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. ” 2016. Web. 09 Aug 2020.

Vancouver:

García Segura T. Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2016. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10251/73147.

Council of Science Editors:

García Segura T. Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. [Doctoral Dissertation]. Universitat Politècnica de València; 2016. Available from: http://hdl.handle.net/10251/73147


University of Saskatchewan

3. Wang, Yufeng. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.

Degree: 2011, University of Saskatchewan

 Vibration-based damage detection (VBDD) techniques have been proposed as a potential form of structural health monitoring with which an entire structure can be evaluated simultaneously… (more)

Subjects/Keywords: Steel-free bridge deck; Multi-girder bridge superstructure; Vibration testing; Structural health monitoring; Vibration-based damage detection

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APA (6th Edition):

Wang, Y. (2011). VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-09-192

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):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Thesis, University of Saskatchewan. Accessed August 09, 2020. http://hdl.handle.net/10388/ETD-2011-09-192.

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

MLA Handbook (7th Edition):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Web. 09 Aug 2020.

Vancouver:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10388/ETD-2011-09-192.

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

Council of Science Editors:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-09-192

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


Delft University of Technology

4. Cijsouw, W. (author). A continuous superstructure for the Sognefjord bridge.

Degree: 2018, Delft University of Technology

For the E39 highway in Norway a project is underway to replace the ferry crossing in the Sognefjord with a fixed crossing. Previous thesis projects… (more)

Subjects/Keywords: Sognefjord; Buoyancy bridge; Truss girder

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APA (6th Edition):

Cijsouw, W. (. (2018). A continuous superstructure for the Sognefjord bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bcff87b0-b89d-48d3-b9f8-0f6191c5a6c7

Chicago Manual of Style (16th Edition):

Cijsouw, W (author). “A continuous superstructure for the Sognefjord bridge.” 2018. Masters Thesis, Delft University of Technology. Accessed August 09, 2020. http://resolver.tudelft.nl/uuid:bcff87b0-b89d-48d3-b9f8-0f6191c5a6c7.

MLA Handbook (7th Edition):

Cijsouw, W (author). “A continuous superstructure for the Sognefjord bridge.” 2018. Web. 09 Aug 2020.

Vancouver:

Cijsouw W(. A continuous superstructure for the Sognefjord bridge. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Aug 09]. Available from: http://resolver.tudelft.nl/uuid:bcff87b0-b89d-48d3-b9f8-0f6191c5a6c7.

Council of Science Editors:

Cijsouw W(. A continuous superstructure for the Sognefjord bridge. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:bcff87b0-b89d-48d3-b9f8-0f6191c5a6c7


Delft University of Technology

5. Bos, V. (author). Traffic induced bearing loads and movements of a steel plate-girder bridge.

Degree: 2011, Delft University of Technology

Structural bearings in bridges are subjected to loads and movements, causing wear of bearing components as PTFE-sheets, guides and internal seals. Nowadays, these components are… (more)

Subjects/Keywords: Bearing; Wear; Plate-girder bridge

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APA (6th Edition):

Bos, V. (. (2011). Traffic induced bearing loads and movements of a steel plate-girder bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499

Chicago Manual of Style (16th Edition):

Bos, V (author). “Traffic induced bearing loads and movements of a steel plate-girder bridge.” 2011. Masters Thesis, Delft University of Technology. Accessed August 09, 2020. http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499.

MLA Handbook (7th Edition):

Bos, V (author). “Traffic induced bearing loads and movements of a steel plate-girder bridge.” 2011. Web. 09 Aug 2020.

Vancouver:

Bos V(. Traffic induced bearing loads and movements of a steel plate-girder bridge. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Aug 09]. Available from: http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499.

Council of Science Editors:

Bos V(. Traffic induced bearing loads and movements of a steel plate-girder bridge. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:8f222f58-eddb-4024-9aab-9ef99745b499


Addis Ababa University

6. 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 (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 August 09, 2020. 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. 09 Aug 2020.

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 2020 Aug 09]. 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


Virginia Tech

7. Woodworth, Michael Allen. Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 Bridges are critical pieces of infrastructure important to public safety and welfare. Fires have the potential to damage bridges and have been responsible for taking… (more)

Subjects/Keywords: Bridge; Fire; Girder; Accidents; Statistics; ABAQUS; FDS

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APA (6th Edition):

Woodworth, M. A. (2013). Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23683

Chicago Manual of Style (16th Edition):

Woodworth, Michael Allen. “Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling.” 2013. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/23683.

MLA Handbook (7th Edition):

Woodworth, Michael Allen. “Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling.” 2013. Web. 09 Aug 2020.

Vancouver:

Woodworth MA. Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/23683.

Council of Science Editors:

Woodworth MA. Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23683


Kansas State University

8. Bernica, Andrew. Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation.

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

 Reverse diagonal shear cracking at the supports of many reinforced concrete girders is a phenomenon affecting a number of KDOT’s low-volume bridges built in the… (more)

Subjects/Keywords: Load rating; Bridge; Shear cracking; Girder end

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APA (6th Edition):

Bernica, A. (2016). Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/32559

Chicago Manual of Style (16th Edition):

Bernica, Andrew. “Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation.” 2016. Masters Thesis, Kansas State University. Accessed August 09, 2020. http://hdl.handle.net/2097/32559.

MLA Handbook (7th Edition):

Bernica, Andrew. “Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation.” 2016. Web. 09 Aug 2020.

Vancouver:

Bernica A. Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation. [Internet] [Masters thesis]. Kansas State University; 2016. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/2097/32559.

Council of Science Editors:

Bernica A. Rational load rating of deck-girder bridges with girder end shear cracks in reverse orientation. [Masters Thesis]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/32559


California State University – Sacramento

9. Zuhaira, Laith Naji. Prediction of pretensioned and post-tensioned strands losses and top & bottom girder stresses in spliced girder bridge by refined method.

Degree: MS, Civil Engineering, 2016, California State University – Sacramento

 The objective of this project is to predict change of stresses in prestressed and post-tensioned strands of spliced girder bridge at various time steps and… (more)

Subjects/Keywords: Spliced girder bridge; Strands losses; Top and bottom girder stresses

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APA (6th Edition):

Zuhaira, L. N. (2016). Prediction of pretensioned and post-tensioned strands losses and top & bottom girder stresses in spliced girder bridge by refined method. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.3/182727

Chicago Manual of Style (16th Edition):

Zuhaira, Laith Naji. “Prediction of pretensioned and post-tensioned strands losses and top & bottom girder stresses in spliced girder bridge by refined method.” 2016. Masters Thesis, California State University – Sacramento. Accessed August 09, 2020. http://hdl.handle.net/10211.3/182727.

MLA Handbook (7th Edition):

Zuhaira, Laith Naji. “Prediction of pretensioned and post-tensioned strands losses and top & bottom girder stresses in spliced girder bridge by refined method.” 2016. Web. 09 Aug 2020.

Vancouver:

Zuhaira LN. Prediction of pretensioned and post-tensioned strands losses and top & bottom girder stresses in spliced girder bridge by refined method. [Internet] [Masters thesis]. California State University – Sacramento; 2016. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10211.3/182727.

Council of Science Editors:

Zuhaira LN. Prediction of pretensioned and post-tensioned strands losses and top & bottom girder stresses in spliced girder bridge by refined method. [Masters Thesis]. California State University – Sacramento; 2016. Available from: http://hdl.handle.net/10211.3/182727


Brno University of Technology

10. Matěja, Josef. Návrh dvounosníkového jeřábového mostu 50 t: Design of doublebeam of bridge crane 50 tonne.

Degree: 2019, Brno University of Technology

 The Bachelor’s thesis deals with the design of two-girder crane bridge for the lifting capacity 50 tons. The process is split in eight parts. The… (more)

Subjects/Keywords: Mostový jeřáb; jeřábový most; dvounosníkový; skříňový nosník; příčník; Bridge crane; crane bridge; two-girder; box girder; cross girder

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APA (6th Edition):

Matěja, J. (2019). Návrh dvounosníkového jeřábového mostu 50 t: Design of doublebeam of bridge crane 50 tonne. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/17986

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):

Matěja, Josef. “Návrh dvounosníkového jeřábového mostu 50 t: Design of doublebeam of bridge crane 50 tonne.” 2019. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/17986.

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

MLA Handbook (7th Edition):

Matěja, Josef. “Návrh dvounosníkového jeřábového mostu 50 t: Design of doublebeam of bridge crane 50 tonne.” 2019. Web. 09 Aug 2020.

Vancouver:

Matěja J. Návrh dvounosníkového jeřábového mostu 50 t: Design of doublebeam of bridge crane 50 tonne. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/17986.

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

Council of Science Editors:

Matěja J. Návrh dvounosníkového jeřábového mostu 50 t: Design of doublebeam of bridge crane 50 tonne. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/17986

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


Brno University of Technology

11. Němec, Martin. Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava.

Degree: 2019, Brno University of Technology

 Diploma thesis is focused on design of road bridge bearing structure over road in Jihlava. The construction is girder with 3 fields beard by local… (more)

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

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APA (6th Edition):

Němec, M. (2019). Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64194

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

Chicago Manual of Style (16th Edition):

Němec, Martin. “Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava.” 2019. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/64194.

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

MLA Handbook (7th Edition):

Němec, Martin. “Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava.” 2019. Web. 09 Aug 2020.

Vancouver:

Němec M. Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/64194.

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

Council of Science Editors:

Němec M. Most na silnici I/38 v Jihlavě: Bridge on the I/38 road in Jihlava. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64194

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


Virginia Tech

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

Degree: PhD, Mechanical Engineering, 2015, Virginia Tech

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Nahid, Mohammad N. “Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.” 2015. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/73909.

MLA Handbook (7th Edition):

Nahid, Mohammad N. “Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.” 2015. Web. 09 Aug 2020.

Vancouver:

Nahid MN. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/73909.

Council of Science Editors:

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


Brno University of Technology

13. Lugerová, Markéta. Železobetonový trámový most v obci Staré Město: Reinforced concrete beam bridge in Staré Město.

Degree: 2018, Brno University of Technology

 This Bachelor´s thesis deals with a proposal for a new bridge which is used to transfer a local road across the river Krupá in Staré… (more)

Subjects/Keywords: Trámový most; železobeton; dimenzování; dvoutrám; jedno pole; statický výpočet; Girder bridge; reinforced concrete; design; two-girder; single-span bridge; statical analysis

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APA (6th Edition):

Lugerová, M. (2018). Železobetonový trámový most v obci Staré Město: Reinforced concrete beam bridge in Staré Město. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35156

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):

Lugerová, Markéta. “Železobetonový trámový most v obci Staré Město: Reinforced concrete beam bridge in Staré Město.” 2018. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/35156.

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

MLA Handbook (7th Edition):

Lugerová, Markéta. “Železobetonový trámový most v obci Staré Město: Reinforced concrete beam bridge in Staré Město.” 2018. Web. 09 Aug 2020.

Vancouver:

Lugerová M. Železobetonový trámový most v obci Staré Město: Reinforced concrete beam bridge in Staré Město. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/35156.

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

Council of Science Editors:

Lugerová M. Železobetonový trámový most v obci Staré Město: Reinforced concrete beam bridge in Staré Město. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/35156

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


Penn State University

14. Sharafbayani, Mohammadreza. Evaluation of bracing systems in horizontally curved steel I-girder bridges.

Degree: PhD, Civil Engineering, 2012, Penn State University

 This work examined the effects of an innovative torsional bracing system, “skewed bracing,” on the behavior of horizontally curved I-girder bridges with non-skewed abutments. More… (more)

Subjects/Keywords: Plate Girder Bridge; Curved Bridge; Bracing System; Constructability; Service; Finite Element Method

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APA (6th Edition):

Sharafbayani, M. (2012). Evaluation of bracing systems in horizontally curved steel I-girder bridges. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/15734

Chicago Manual of Style (16th Edition):

Sharafbayani, Mohammadreza. “Evaluation of bracing systems in horizontally curved steel I-girder bridges.” 2012. Doctoral Dissertation, Penn State University. Accessed August 09, 2020. https://etda.libraries.psu.edu/catalog/15734.

MLA Handbook (7th Edition):

Sharafbayani, Mohammadreza. “Evaluation of bracing systems in horizontally curved steel I-girder bridges.” 2012. Web. 09 Aug 2020.

Vancouver:

Sharafbayani M. Evaluation of bracing systems in horizontally curved steel I-girder bridges. [Internet] [Doctoral dissertation]. Penn State University; 2012. [cited 2020 Aug 09]. Available from: https://etda.libraries.psu.edu/catalog/15734.

Council of Science Editors:

Sharafbayani M. Evaluation of bracing systems in horizontally curved steel I-girder bridges. [Doctoral Dissertation]. Penn State University; 2012. Available from: https://etda.libraries.psu.edu/catalog/15734


Texas A&M University

15. Jiang, Dongqi. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 A new class of spread slab beam bridge superstructure has recently been developed and implemented in Texas. In order to investigate its structural performance in… (more)

Subjects/Keywords: Prestressed Concrete Girder Bridge; Experiment; Analysis; Design Models

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APA (6th Edition):

Jiang, D. (2015). Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156429

Chicago Manual of Style (16th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Doctoral Dissertation, Texas A&M University. Accessed August 09, 2020. http://hdl.handle.net/1969.1/156429.

MLA Handbook (7th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Web. 09 Aug 2020.

Vancouver:

Jiang D. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/1969.1/156429.

Council of Science Editors:

Jiang D. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156429


University of Kansas

16. Bonet, Eric. Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading.

Degree: MS, Civil, Environmental & Architectural Engineering, 2014, University of Kansas

 Tens of thousands of steel bridges constructed prior to the mid-1980s are susceptible to distortion-induced fatigue, which caused nearly 90% of cracking observed in steel… (more)

Subjects/Keywords: Civil engineering; Composite; Fatigue; Fracture; FRP; Retorfit; Steel Bridge Girder

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APA (6th Edition):

Bonet, E. (2014). Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/15927

Chicago Manual of Style (16th Edition):

Bonet, Eric. “Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading.” 2014. Masters Thesis, University of Kansas. Accessed August 09, 2020. http://hdl.handle.net/1808/15927.

MLA Handbook (7th Edition):

Bonet, Eric. “Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading.” 2014. Web. 09 Aug 2020.

Vancouver:

Bonet E. Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading. [Internet] [Masters thesis]. University of Kansas; 2014. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/1808/15927.

Council of Science Editors:

Bonet E. Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading. [Masters Thesis]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15927


Florida International University

17. Pham, Huy V. Evaluation of Redundancy of Twin Steel Box-Girder Bridges.

Degree: PhD, Civil Engineering, 2016, Florida International University

  Based on the definition given in the AASHTO LRFD Bridge Design Specifications, twin steel box-girder bridges are classified as bridges with fracture critical members… (more)

Subjects/Keywords: Bridge; Steel; Box-Girder; Fracture Critical; Redundancy; Experimental Investigation.; Civil Engineering

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APA (6th Edition):

Pham, H. V. (2016). Evaluation of Redundancy of Twin Steel Box-Girder Bridges. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/2720 ; 10.25148/etd.FIDC001242 ; FIDC001242

Chicago Manual of Style (16th Edition):

Pham, Huy V. “Evaluation of Redundancy of Twin Steel Box-Girder Bridges.” 2016. Doctoral Dissertation, Florida International University. Accessed August 09, 2020. https://digitalcommons.fiu.edu/etd/2720 ; 10.25148/etd.FIDC001242 ; FIDC001242.

MLA Handbook (7th Edition):

Pham, Huy V. “Evaluation of Redundancy of Twin Steel Box-Girder Bridges.” 2016. Web. 09 Aug 2020.

Vancouver:

Pham HV. Evaluation of Redundancy of Twin Steel Box-Girder Bridges. [Internet] [Doctoral dissertation]. Florida International University; 2016. [cited 2020 Aug 09]. Available from: https://digitalcommons.fiu.edu/etd/2720 ; 10.25148/etd.FIDC001242 ; FIDC001242.

Council of Science Editors:

Pham HV. Evaluation of Redundancy of Twin Steel Box-Girder Bridges. [Doctoral Dissertation]. Florida International University; 2016. Available from: https://digitalcommons.fiu.edu/etd/2720 ; 10.25148/etd.FIDC001242 ; FIDC001242


Utah State University

18. Dean, Michael W. Relationship Between Mass and Modal Frequency of a Concrete Girder Bridge.

Degree: MS, Civil and Environmental Engineering, 2011, Utah State University

  In April of 2008, the Federal Highway Administration (FHWA) launched the Long Term Bridge Performance (LTBP) program. The program was established to collect scientific… (more)

Subjects/Keywords: mass; modal; frequency; concrete girder bridge; Civil and Environmental Engineering

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APA (6th Edition):

Dean, M. W. (2011). Relationship Between Mass and Modal Frequency of a Concrete Girder Bridge. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/1161

Chicago Manual of Style (16th Edition):

Dean, Michael W. “Relationship Between Mass and Modal Frequency of a Concrete Girder Bridge.” 2011. Masters Thesis, Utah State University. Accessed August 09, 2020. https://digitalcommons.usu.edu/etd/1161.

MLA Handbook (7th Edition):

Dean, Michael W. “Relationship Between Mass and Modal Frequency of a Concrete Girder Bridge.” 2011. Web. 09 Aug 2020.

Vancouver:

Dean MW. Relationship Between Mass and Modal Frequency of a Concrete Girder Bridge. [Internet] [Masters thesis]. Utah State University; 2011. [cited 2020 Aug 09]. Available from: https://digitalcommons.usu.edu/etd/1161.

Council of Science Editors:

Dean MW. Relationship Between Mass and Modal Frequency of a Concrete Girder Bridge. [Masters Thesis]. Utah State University; 2011. Available from: https://digitalcommons.usu.edu/etd/1161


Utah State University

19. Morrill, Jake L. Live-Load Test and Finite-Element Model Analysis of a Steel Girder Bridge.

Degree: MS, Civil and Environmental Engineering, 2016, Utah State University

  The Utah Transportation Center, in conjunction with the Mountain Plains Consortium, sponsored a study that investigated the distribution factors and load ratings of a… (more)

Subjects/Keywords: Finite-Element; Steel Girder; Bridge; Civil and Environmental Engineering

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APA (6th Edition):

Morrill, J. L. (2016). Live-Load Test and Finite-Element Model Analysis of a Steel Girder Bridge. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/5077

Chicago Manual of Style (16th Edition):

Morrill, Jake L. “Live-Load Test and Finite-Element Model Analysis of a Steel Girder Bridge.” 2016. Masters Thesis, Utah State University. Accessed August 09, 2020. https://digitalcommons.usu.edu/etd/5077.

MLA Handbook (7th Edition):

Morrill, Jake L. “Live-Load Test and Finite-Element Model Analysis of a Steel Girder Bridge.” 2016. Web. 09 Aug 2020.

Vancouver:

Morrill JL. Live-Load Test and Finite-Element Model Analysis of a Steel Girder Bridge. [Internet] [Masters thesis]. Utah State University; 2016. [cited 2020 Aug 09]. Available from: https://digitalcommons.usu.edu/etd/5077.

Council of Science Editors:

Morrill JL. Live-Load Test and Finite-Element Model Analysis of a Steel Girder Bridge. [Masters Thesis]. Utah State University; 2016. Available from: https://digitalcommons.usu.edu/etd/5077


Clemson University

20. Davis-mcdaniel, Caitlyn. Fault-Tree Model for Bridge Collapse Risk Analysis.

Degree: MS, Civil Engineering, 2011, Clemson University

 Bridges are vital components of the United States surface transportation infrastructure and, moreover, support the growth of our nation's economy. However, over the past few… (more)

Subjects/Keywords: Box Girder; Bridge Collapse; Fault-Tree Analysis; Risk Analysis; Civil Engineering

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APA (6th Edition):

Davis-mcdaniel, C. (2011). Fault-Tree Model for Bridge Collapse Risk Analysis. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1265

Chicago Manual of Style (16th Edition):

Davis-mcdaniel, Caitlyn. “Fault-Tree Model for Bridge Collapse Risk Analysis.” 2011. Masters Thesis, Clemson University. Accessed August 09, 2020. https://tigerprints.clemson.edu/all_theses/1265.

MLA Handbook (7th Edition):

Davis-mcdaniel, Caitlyn. “Fault-Tree Model for Bridge Collapse Risk Analysis.” 2011. Web. 09 Aug 2020.

Vancouver:

Davis-mcdaniel C. Fault-Tree Model for Bridge Collapse Risk Analysis. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2020 Aug 09]. Available from: https://tigerprints.clemson.edu/all_theses/1265.

Council of Science Editors:

Davis-mcdaniel C. Fault-Tree Model for Bridge Collapse Risk Analysis. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1265


Brno University of Technology

21. Páteček, Tomáš. Trámový předpjatý most: Prestressed girder bridge.

Degree: 2019, Brno University of Technology

 The thesis deals with the design of a new bridge construction at the place of an existing bridge on the road II/39 between the villages… (more)

Subjects/Keywords: Trámový most; předpjatý most; betonový most; předpjatá konstrukce; Girder bridge; prestressed bridge; concrete bridge; prestressed construction

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APA (6th Edition):

Páteček, T. (2019). Trámový předpjatý most: Prestressed girder bridge. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29179

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):

Páteček, Tomáš. “Trámový předpjatý most: Prestressed girder bridge.” 2019. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/29179.

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

MLA Handbook (7th Edition):

Páteček, Tomáš. “Trámový předpjatý most: Prestressed girder bridge.” 2019. Web. 09 Aug 2020.

Vancouver:

Páteček T. Trámový předpjatý most: Prestressed girder bridge. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/29179.

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

Council of Science Editors:

Páteček T. Trámový předpjatý most: Prestressed girder bridge. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/29179

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


Texas A&M University

22. Cummings, Wesley David. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.

Degree: 2014, Texas A&M University

 Corrosion induced deterioration is one of the main reason for repair and rehabilitation programs in conventional steel reinforced concrete bridge decks. Of all bridges in… (more)

Subjects/Keywords: Bridge Girder; Aramid; Fiber; Reinforced; Polymer; FRP; Corrosion; Anchorage; Full-scale; Composite; I-Girder; Composite Action, Composite Material; Prestressed

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APA (6th Edition):

Cummings, W. D. (2014). Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154194

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):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Thesis, Texas A&M University. Accessed August 09, 2020. http://hdl.handle.net/1969.1/154194.

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

MLA Handbook (7th Edition):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Web. 09 Aug 2020.

Vancouver:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/1969.1/154194.

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

Council of Science Editors:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154194

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


Brno University of Technology

23. Juřicová, Markéta. Most na dálnici: Bridge on a highway.

Degree: 2020, Brno University of Technology

 Diploma thesis deals with design of oblique highway bridge over the valley brook Pustějovského. Two-joist girder of three spans is selected from the three proposed… (more)

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

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APA (6th Edition):

Juřicová, M. (2020). Most na dálnici: Bridge on a highway. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57807

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

Chicago Manual of Style (16th Edition):

Juřicová, Markéta. “Most na dálnici: Bridge on a highway.” 2020. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/57807.

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

MLA Handbook (7th Edition):

Juřicová, Markéta. “Most na dálnici: Bridge on a highway.” 2020. Web. 09 Aug 2020.

Vancouver:

Juřicová M. Most na dálnici: Bridge on a highway. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/57807.

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

Council of Science Editors:

Juřicová M. Most na dálnici: Bridge on a highway. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57807

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


Brno University of Technology

24. Vlachovič, Tomáš. Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane.

Degree: 2019, Brno University of Technology

 The diploma thesis deals with the assessment design of two-girder crane bridge for the lifting capacity 50 tons. Span of the crane is 20 meters,… (more)

Subjects/Keywords: Mostový jeřáb; kočka; skříňový nosník; dvounosníkový skříňový; zatížení; Bridge crane; crane trolley; box girder; double box girder; load

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APA (6th Edition):

Vlachovič, T. (2019). Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/32475

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):

Vlachovič, Tomáš. “Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane.” 2019. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/32475.

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

MLA Handbook (7th Edition):

Vlachovič, Tomáš. “Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane.” 2019. Web. 09 Aug 2020.

Vancouver:

Vlachovič T. Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/32475.

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

Council of Science Editors:

Vlachovič T. Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/32475

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


Brno University of Technology

25. Vlachovič, Tomáš. Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane.

Degree: 2014, Brno University of Technology

 The diploma thesis deals with the assessment design of two-girder crane bridge for the lifting capacity 50 tons. Span of the crane is 20 meters,… (more)

Subjects/Keywords: Mostový jeřáb; kočka; skříňový nosník; dvounosníkový skříňový; zatížení; Bridge crane; crane trolley; box girder; double box girder; load

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APA (6th Edition):

Vlachovič, T. (2014). Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/26550

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):

Vlachovič, Tomáš. “Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane.” 2014. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/26550.

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

MLA Handbook (7th Edition):

Vlachovič, Tomáš. “Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane.” 2014. Web. 09 Aug 2020.

Vancouver:

Vlachovič T. Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane. [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/26550.

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

Council of Science Editors:

Vlachovič T. Dvounosníkový skříňový mostový jeřáb: Double Box Girder Bridge Crane. [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/26550

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


Brno University of Technology

26. Repta, Michal. Dálniční estakáda: Highway flyover bridge.

Degree: 2018, Brno University of Technology

 This thesis deals with a design of the bridge for highway D47 crossing the valley. From three alternative solution is chosen solution of a double-girder.… (more)

Subjects/Keywords: most; estakáda; předpjatý beton; spojitý nosník; dvoutrámová konstrukce; prutový model; statický výpočet; vizualizace; výkresová dokumentace; bridge; flyover bridge; prestressed concrete; continuous girder; double-girder; structural analysis; visualization; drawings

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APA (6th Edition):

Repta, M. (2018). Dálniční estakáda: Highway flyover bridge. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29876

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):

Repta, Michal. “Dálniční estakáda: Highway flyover bridge.” 2018. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/29876.

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

MLA Handbook (7th Edition):

Repta, Michal. “Dálniční estakáda: Highway flyover bridge.” 2018. Web. 09 Aug 2020.

Vancouver:

Repta M. Dálniční estakáda: Highway flyover bridge. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/29876.

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

Council of Science Editors:

Repta M. Dálniční estakáda: Highway flyover bridge. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/29876

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


Brno University of Technology

27. Páteček, Tomáš. Most na rampě: Bridge on a ramp.

Degree: 2019, Brno University of Technology

 The object of this diploma thesis is the design and review of a bridge on a ramp. The bridge is part of a junction between… (more)

Subjects/Keywords: Most; spojitý nosník; trámový most; předpjatý beton; fázovaná výstavba; Bridge; continuous beam; girder bridge; prestressed concrete; gradual construction

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APA (6th Edition):

Páteček, T. (2019). Most na rampě: Bridge on a ramp. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37876

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):

Páteček, Tomáš. “Most na rampě: Bridge on a ramp.” 2019. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/37876.

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

MLA Handbook (7th Edition):

Páteček, Tomáš. “Most na rampě: Bridge on a ramp.” 2019. Web. 09 Aug 2020.

Vancouver:

Páteček T. Most na rampě: Bridge on a ramp. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/37876.

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

Council of Science Editors:

Páteček T. Most na rampě: Bridge on a ramp. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/37876

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


Brno University of Technology

28. Šťavík, Jakub. Železobetonový trámový most přes řeku Krupou: Reinforced beam bridge over the Krupá River.

Degree: 2020, Brno University of Technology

 Bachelor’s thesis describes the design of a bridge over the river Krupa on a local road in Stare Mesto. The main structure is designed as… (more)

Subjects/Keywords: železobeton; trámový most; jedno pole; statický výpočet; výkresová dokumentace; reinforced concrete; girder bridge; single-span bridge; statically analysis; drawing documentation

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

APA (6th Edition):

Šťavík, J. (2020). Železobetonový trámový most přes řeku Krupou: Reinforced beam bridge over the Krupá River. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42551

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):

Šťavík, Jakub. “Železobetonový trámový most přes řeku Krupou: Reinforced beam bridge over the Krupá River.” 2020. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/42551.

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

MLA Handbook (7th Edition):

Šťavík, Jakub. “Železobetonový trámový most přes řeku Krupou: Reinforced beam bridge over the Krupá River.” 2020. Web. 09 Aug 2020.

Vancouver:

Šťavík J. Železobetonový trámový most přes řeku Krupou: Reinforced beam bridge over the Krupá River. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/42551.

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

Council of Science Editors:

Šťavík J. Železobetonový trámový most přes řeku Krupou: Reinforced beam bridge over the Krupá River. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/42551

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


Brno University of Technology

29. Slovják, Petr. Most přes vlečku: Bridge over a siding.

Degree: 2018, Brno University of Technology

 The subject of the Bachelor thesis is to design a road bridge. The bridge, part of road II/353, is crossing over a siding. Designed bridge(more)

Subjects/Keywords: Beton; předpjatý beton; dodatečné předpětí; most; dvoutrámový most; Concrete; prestressed concrete; post-tensioning; bridge; double-girder bridge

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

APA (6th Edition):

Slovják, P. (2018). Most přes vlečku: Bridge over a siding. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68699

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):

Slovják, Petr. “Most přes vlečku: Bridge over a siding.” 2018. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/68699.

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

MLA Handbook (7th Edition):

Slovják, Petr. “Most přes vlečku: Bridge over a siding.” 2018. Web. 09 Aug 2020.

Vancouver:

Slovják P. Most přes vlečku: Bridge over a siding. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/68699.

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

Council of Science Editors:

Slovják P. Most přes vlečku: Bridge over a siding. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/68699

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


Brno University of Technology

30. Tichavská, Andrea. Most nad místní komunikací a potokem: Bridge over a local road and a brook.

Degree: 2019, Brno University of Technology

 The purpose of the master thesis is the design of the concrete highway bridge by European standards. The highway is situated on two independent prestressed… (more)

Subjects/Keywords: betonový most; předpjatý beton; dvojtrámový most; pevná skruž; dálnice; concrete bridge; prestressed concrete; double-girder bridge; falsework; motorway

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

APA (6th Edition):

Tichavská, A. (2019). Most nad místní komunikací a potokem: Bridge over a local road and a brook. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37738

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):

Tichavská, Andrea. “Most nad místní komunikací a potokem: Bridge over a local road and a brook.” 2019. Thesis, Brno University of Technology. Accessed August 09, 2020. http://hdl.handle.net/11012/37738.

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

MLA Handbook (7th Edition):

Tichavská, Andrea. “Most nad místní komunikací a potokem: Bridge over a local road and a brook.” 2019. Web. 09 Aug 2020.

Vancouver:

Tichavská A. Most nad místní komunikací a potokem: Bridge over a local road and a brook. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/11012/37738.

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

Council of Science Editors:

Tichavská A. Most nad místní komunikací a potokem: Bridge over a local road and a brook. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/37738

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

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