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You searched for +publisher:"University of Texas – Austin" +contributor:("Bayrak, Oguzhan"). Showing records 1 – 30 of 59 total matches.

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University of Texas – Austin

1. Birrcher, David Barra. Design of reinforced concrete deep beams for strength and serviceability.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 Several reinforced concrete bent caps (deep beams) in Texas have developed significant diagonal cracks in service. The cracking in two bent caps was so extensive… (more)

Subjects/Keywords: Reinforced concrete bent caps; Reinforced concrete deep beams; Serviceability design; Web reinforcement; Sectional shear capacity; Strut-and-tie model design

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

APA (6th Edition):

Birrcher, D. B. (2009). Design of reinforced concrete deep beams for strength and serviceability. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/7559

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):

Birrcher, David Barra. “Design of reinforced concrete deep beams for strength and serviceability.” 2009. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/7559.

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

MLA Handbook (7th Edition):

Birrcher, David Barra. “Design of reinforced concrete deep beams for strength and serviceability.” 2009. Web. 20 Apr 2019.

Vancouver:

Birrcher DB. Design of reinforced concrete deep beams for strength and serviceability. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/7559.

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

Council of Science Editors:

Birrcher DB. Design of reinforced concrete deep beams for strength and serviceability. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/7559

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


University of Texas – Austin

2. Larson, Nancy Anne, 1986-. Design of reinforced concrete inverted-T beams for strength and serviceability.

Degree: Civil, Architectural, and Environmental Engineering, 2013, University of Texas – Austin

 Significant diagonal cracking in reinforced concrete inverted-T straddle bent caps has been reported throughout the State of Texas. Many of the distressed structures were recently… (more)

Subjects/Keywords: Reinforced concrete; Strut-and-tie modeling; Inverted-T bent cap; Strength; Serviceability; Large-scale testing

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

APA (6th Edition):

Larson, Nancy Anne, 1. (2013). Design of reinforced concrete inverted-T beams for strength and serviceability. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/21270

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):

Larson, Nancy Anne, 1986-. “Design of reinforced concrete inverted-T beams for strength and serviceability.” 2013. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/21270.

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

MLA Handbook (7th Edition):

Larson, Nancy Anne, 1986-. “Design of reinforced concrete inverted-T beams for strength and serviceability.” 2013. Web. 20 Apr 2019.

Vancouver:

Larson, Nancy Anne 1. Design of reinforced concrete inverted-T beams for strength and serviceability. [Internet] [Thesis]. University of Texas – Austin; 2013. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/21270.

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

Council of Science Editors:

Larson, Nancy Anne 1. Design of reinforced concrete inverted-T beams for strength and serviceability. [Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/21270

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


University of Texas – Austin

3. Moore, Andrew Michael, 1984-. Shear behavior of prestressed concrete U-beams.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 An experimental study was conducted at the Ferguson Structural Engineering Laboratory in order to investigate the shear behavior of 54-inch deep prestressed concrete U-beams. The… (more)

Subjects/Keywords: U-beam; U-beam shear; Prestressed concrete shear; Double webbed; Multiwebbed; Concrete engineering

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APA (6th Edition):

Moore, Andrew Michael, 1. (2010). Shear behavior of prestressed concrete U-beams. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-12-2398

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):

Moore, Andrew Michael, 1984-. “Shear behavior of prestressed concrete U-beams.” 2010. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2010-12-2398.

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

MLA Handbook (7th Edition):

Moore, Andrew Michael, 1984-. “Shear behavior of prestressed concrete U-beams.” 2010. Web. 20 Apr 2019.

Vancouver:

Moore, Andrew Michael 1. Shear behavior of prestressed concrete U-beams. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-12-2398.

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

Council of Science Editors:

Moore, Andrew Michael 1. Shear behavior of prestressed concrete U-beams. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-12-2398

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


University of Texas – Austin

4. -6927-2926. Experimental investigation of the delamination behavior of curved post-tensioned concrete structures without through-thickness reinforcement.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 The recent delamination failure of the concrete containment structure wall at the Crystal River Unit 3 Nuclear Power Plant has led to increased interest in… (more)

Subjects/Keywords: Delamination; Delamination failure; Delamination crack; Nuclear containment; Curved post-tensioned concrete structure; Friction loss

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

APA (6th Edition):

-6927-2926. (2016). Experimental investigation of the delamination behavior of curved post-tensioned concrete structures without through-thickness reinforcement. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/72468

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

Chicago Manual of Style (16th Edition):

-6927-2926. “Experimental investigation of the delamination behavior of curved post-tensioned concrete structures without through-thickness reinforcement.” 2016. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/72468.

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

MLA Handbook (7th Edition):

-6927-2926. “Experimental investigation of the delamination behavior of curved post-tensioned concrete structures without through-thickness reinforcement.” 2016. Web. 20 Apr 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-6927-2926. Experimental investigation of the delamination behavior of curved post-tensioned concrete structures without through-thickness reinforcement. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/72468.

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

Council of Science Editors:

-6927-2926. Experimental investigation of the delamination behavior of curved post-tensioned concrete structures without through-thickness reinforcement. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/72468

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


University of Texas – Austin

5. Longshaw, Alistair Thornton. Development of end-region cracks in pretensioned concrete I-girders employing 0.7-in. diameter strands.

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

 Although 0.5- and 0.6-in. diameter strands are commonly used in the prestressing industry, there is a growing interest in the implementation of 0.7-in. diameter strands.… (more)

Subjects/Keywords: 0.7-in. strands; Prestressed concrete; End-region crack; Time-dependent; Service load; Crack opening; Crack closure; Crack development

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

APA (6th Edition):

Longshaw, A. T. (2018). Development of end-region cracks in pretensioned concrete I-girders employing 0.7-in. diameter strands. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68151

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):

Longshaw, Alistair Thornton. “Development of end-region cracks in pretensioned concrete I-girders employing 0.7-in. diameter strands.” 2018. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/68151.

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

MLA Handbook (7th Edition):

Longshaw, Alistair Thornton. “Development of end-region cracks in pretensioned concrete I-girders employing 0.7-in. diameter strands.” 2018. Web. 20 Apr 2019.

Vancouver:

Longshaw AT. Development of end-region cracks in pretensioned concrete I-girders employing 0.7-in. diameter strands. [Internet] [Thesis]. University of Texas – Austin; 2018. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/68151.

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

Council of Science Editors:

Longshaw AT. Development of end-region cracks in pretensioned concrete I-girders employing 0.7-in. diameter strands. [Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68151

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


University of Texas – Austin

6. Salazar, Jessica Lauren. End-region behavior of precast, prestressed concrete I-girders employing 0.7-inch diameter prestressing strands.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 Pretensioned concrete girders are currently fabricated using 0.5- or 0.6-in. diameter prestressing strands. In recent years, however, it has become of interest to employ larger-diameter… (more)

Subjects/Keywords: Pretensioned; 0.7-inch; Transfer lengths; Cracking patterns; End-region stresses; Parametric study

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

APA (6th Edition):

Salazar, J. L. (2016). End-region behavior of precast, prestressed concrete I-girders employing 0.7-inch diameter prestressing strands. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68993

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):

Salazar, Jessica Lauren. “End-region behavior of precast, prestressed concrete I-girders employing 0.7-inch diameter prestressing strands.” 2016. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/68993.

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

MLA Handbook (7th Edition):

Salazar, Jessica Lauren. “End-region behavior of precast, prestressed concrete I-girders employing 0.7-inch diameter prestressing strands.” 2016. Web. 20 Apr 2019.

Vancouver:

Salazar JL. End-region behavior of precast, prestressed concrete I-girders employing 0.7-inch diameter prestressing strands. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/68993.

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

Council of Science Editors:

Salazar JL. End-region behavior of precast, prestressed concrete I-girders employing 0.7-inch diameter prestressing strands. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/68993

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


University of Texas – Austin

7. -4695-1859. Performance of precast, prestressed concrete I-girders employing 0.7-in. diameter prestressing strands under shear-critical loading conditions.

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

 The majority of precast, pretensioned concrete elements are currently fabricated using 0.5- or 0.6-in. diameter prestressing strands. However, in recent years, potential benefits such as… (more)

Subjects/Keywords: Prestressed concrete; Shear tests; 0.7-in. strands

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

APA (6th Edition):

-4695-1859. (2018). Performance of precast, prestressed concrete I-girders employing 0.7-in. diameter prestressing strands under shear-critical loading conditions. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68994

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

Chicago Manual of Style (16th Edition):

-4695-1859. “Performance of precast, prestressed concrete I-girders employing 0.7-in. diameter prestressing strands under shear-critical loading conditions.” 2018. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/68994.

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

MLA Handbook (7th Edition):

-4695-1859. “Performance of precast, prestressed concrete I-girders employing 0.7-in. diameter prestressing strands under shear-critical loading conditions.” 2018. Web. 20 Apr 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-4695-1859. Performance of precast, prestressed concrete I-girders employing 0.7-in. diameter prestressing strands under shear-critical loading conditions. [Internet] [Thesis]. University of Texas – Austin; 2018. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/68994.

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

Council of Science Editors:

-4695-1859. Performance of precast, prestressed concrete I-girders employing 0.7-in. diameter prestressing strands under shear-critical loading conditions. [Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68994

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


University of Texas – Austin

8. Abu Yousef, Ali Emad. Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 Autoclaved aerated concrete (AAC) is a lightweight cellular building material. In Spring 2008, an experimental study was conducted at The University of Texas at Austin(more)

Subjects/Keywords: autoclaved aerated concrete; AAC; shear; anchorage; lintels

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

APA (6th Edition):

Abu Yousef, A. E. (2009). Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-05-113

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):

Abu Yousef, Ali Emad. “Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members.” 2009. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2009-05-113.

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

MLA Handbook (7th Edition):

Abu Yousef, Ali Emad. “Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members.” 2009. Web. 20 Apr 2019.

Vancouver:

Abu Yousef AE. Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-05-113.

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

Council of Science Editors:

Abu Yousef AE. Evaluation of the shear design provisions of ACI 523.4R for autoclaved aerated concrete members. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-05-113

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


University of Texas – Austin

9. Dunkman, David Andrew. Bursting and spalling in pretensioned U-beams.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 An experimental program was conducted at the Ferguson Structural Engineering Laboratory of The University of Texas at Austin, under the auspices of Texas Department of… (more)

Subjects/Keywords: bursting; spalling; U-beam; pretensioned concrete; prestressed concrete; release; transfer; end region; transverse tensile stress; experimental; concrete; transfer of prestress; prestress transfer; U-beams; U-girders; trapezoidal tub girders

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

APA (6th Edition):

Dunkman, D. A. (2009). Bursting and spalling in pretensioned U-beams. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-12-406

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

Chicago Manual of Style (16th Edition):

Dunkman, David Andrew. “Bursting and spalling in pretensioned U-beams.” 2009. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2009-12-406.

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

MLA Handbook (7th Edition):

Dunkman, David Andrew. “Bursting and spalling in pretensioned U-beams.” 2009. Web. 20 Apr 2019.

Vancouver:

Dunkman DA. Bursting and spalling in pretensioned U-beams. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-406.

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

Council of Science Editors:

Dunkman DA. Bursting and spalling in pretensioned U-beams. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-406

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


University of Texas – Austin

10. Foreman, James Michael. Controlling cracking in prestressed concrete panels.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Precast, prestressed concrete panels (PCPs) are used in 85% of bridges in Texas. The goal of this thesis is to reduce collinear cracking (cracks propagating… (more)

Subjects/Keywords: Prestressed concrete; Panels; Prestress losses; Collinear cracking

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

APA (6th Edition):

Foreman, J. M. (2010). Controlling cracking in prestressed concrete panels. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-946

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):

Foreman, James Michael. “Controlling cracking in prestressed concrete panels.” 2010. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-946.

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

MLA Handbook (7th Edition):

Foreman, James Michael. “Controlling cracking in prestressed concrete panels.” 2010. Web. 20 Apr 2019.

Vancouver:

Foreman JM. Controlling cracking in prestressed concrete panels. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-946.

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

Council of Science Editors:

Foreman JM. Controlling cracking in prestressed concrete panels. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-946

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


University of Texas – Austin

11. Larson, Nancy Anne, 1986-. Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 Across the State of Texas and many other areas of the world, relatively young concrete structures have developed signs of premature concrete deterioration. Large cracks… (more)

Subjects/Keywords: Alkali-silica reaction; ASR; Delayed-ettringite formation; DEF; Prestressed concrete; Trapezoidal box beam; Dapped end; Dap; Shear; Anchorage; Strut-and-tie model

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

APA (6th Edition):

Larson, Nancy Anne, 1. (2010). Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-08-1791

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):

Larson, Nancy Anne, 1986-. “Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends.” 2010. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2010-08-1791.

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

MLA Handbook (7th Edition):

Larson, Nancy Anne, 1986-. “Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends.” 2010. Web. 20 Apr 2019.

Vancouver:

Larson, Nancy Anne 1. Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1791.

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

Council of Science Editors:

Larson, Nancy Anne 1. Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-08-1791

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


University of Texas – Austin

12. Neuhausen, Alissa. Tensile behavior of expansion and undercut anchors in concrete affected by alkali-silica reaction.

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

 This thesis addresses the tensile capacity and load-deflection behavior of wedge-type expansion and undercut anchors in concrete affected by alkali-silica reaction (ASR). ASR is a… (more)

Subjects/Keywords: Alkali-silica reaction; Anchor

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APA (6th Edition):

Neuhausen, A. (2014). Tensile behavior of expansion and undercut anchors in concrete affected by alkali-silica reaction. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26186

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):

Neuhausen, Alissa. “Tensile behavior of expansion and undercut anchors in concrete affected by alkali-silica reaction.” 2014. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/26186.

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

MLA Handbook (7th Edition):

Neuhausen, Alissa. “Tensile behavior of expansion and undercut anchors in concrete affected by alkali-silica reaction.” 2014. Web. 20 Apr 2019.

Vancouver:

Neuhausen A. Tensile behavior of expansion and undercut anchors in concrete affected by alkali-silica reaction. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/26186.

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

Council of Science Editors:

Neuhausen A. Tensile behavior of expansion and undercut anchors in concrete affected by alkali-silica reaction. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26186

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


University of Texas – Austin

13. Moore, Andrew Michael, 1984-. Shear behavior of spliced post-tensioned girders.

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

 By its nature a spliced girder must contain a number of post tensioning tendons throughout its length. The focus of the experimental program described in… (more)

Subjects/Keywords: Post-tensioned; Shear; Prestressed concrete; Spliced girder; Post-tensioned shear

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

APA (6th Edition):

Moore, Andrew Michael, 1. (2014). Shear behavior of spliced post-tensioned girders. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/26882

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):

Moore, Andrew Michael, 1984-. “Shear behavior of spliced post-tensioned girders.” 2014. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/26882.

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

MLA Handbook (7th Edition):

Moore, Andrew Michael, 1984-. “Shear behavior of spliced post-tensioned girders.” 2014. Web. 20 Apr 2019.

Vancouver:

Moore, Andrew Michael 1. Shear behavior of spliced post-tensioned girders. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/26882.

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

Council of Science Editors:

Moore, Andrew Michael 1. Shear behavior of spliced post-tensioned girders. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/26882

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


University of Texas – Austin

14. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

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

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

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

APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

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):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/31760.

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

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 20 Apr 2019.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/31760.

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

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760

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


University of Texas – Austin

15. Klein, Joseph Robert. Behavior of slender beams without stirrups: effects of load distribution and member depth.

Degree: Civil, Architectural, and Environmental Engineering, 2015, University of Texas – Austin

 Though uniform loading is common in structures, the vast majority of all shear strength tests on slender reinforced concrete members without stirrups have been performed… (more)

Subjects/Keywords: Reinforced concrete; Shear; Slender beams; Load distribution; Size effect; Uniform load; Shear strength; Shear tests; Shear reinforcement; Stirrups; Shear design; Shear stress; Shear database

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

APA (6th Edition):

Klein, J. R. (2015). Behavior of slender beams without stirrups: effects of load distribution and member depth. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/34061

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):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/34061.

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

MLA Handbook (7th Edition):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Web. 20 Apr 2019.

Vancouver:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/34061.

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

Council of Science Editors:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/34061

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


University of Texas – Austin

16. Beiter, Katelyn Sean. Retrofit of deficient lap splice with post-installed anchors.

Degree: Civil, Architectural, and Environmental Engineering, 2015, University of Texas – Austin

 As concrete infrastructure ages or is re-purposed, there is an increasing need for efficient retrofit solutions, with deficient lap splices being one of many research… (more)

Subjects/Keywords: Undercut anchor; Flexure; Retrofit; Lap splice; Reinforced concrete; Confinement; Ductility

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

APA (6th Edition):

Beiter, K. S. (2015). Retrofit of deficient lap splice with post-installed anchors. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/34256

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):

Beiter, Katelyn Sean. “Retrofit of deficient lap splice with post-installed anchors.” 2015. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/34256.

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

MLA Handbook (7th Edition):

Beiter, Katelyn Sean. “Retrofit of deficient lap splice with post-installed anchors.” 2015. Web. 20 Apr 2019.

Vancouver:

Beiter KS. Retrofit of deficient lap splice with post-installed anchors. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/34256.

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

Council of Science Editors:

Beiter KS. Retrofit of deficient lap splice with post-installed anchors. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/34256

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


University of Texas – Austin

17. -1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 Reinforced concrete flat slabs are widely used in modern infrastructure. Due to their comparatively simple construction, flat slabs have become especially prevalent in mid- to… (more)

Subjects/Keywords: Flat slabs; Inclined shear reinforcement; Punching shear; Slab-column connection; Two-way shear design

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

APA (6th Edition):

-1586-5843. (2016). Inclined shear reinforcement in reinforced concrete slab-column connections. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/39061

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

Chicago Manual of Style (16th Edition):

-1586-5843. “Inclined shear reinforcement in reinforced concrete slab-column connections.” 2016. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/39061.

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

MLA Handbook (7th Edition):

-1586-5843. “Inclined shear reinforcement in reinforced concrete slab-column connections.” 2016. Web. 20 Apr 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/39061.

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

Council of Science Editors:

-1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/39061

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


University of Texas – Austin

18. Dondrea III, Anthony Louis. Undercut and grouted anchors as post-installed shear reinforcement.

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

 The need for conservation in engineering has become apparent in the past several decades as a result of resource depletion, aging infrastructures, and diminishing real… (more)

Subjects/Keywords: Reinforced concrete; Shear strengthening; Post-installed; Mechanical anchors; Grouted anchors

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APA (6th Edition):

Dondrea III, A. L. (2014). Undercut and grouted anchors as post-installed shear reinforcement. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/40938

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):

Dondrea III, Anthony Louis. “Undercut and grouted anchors as post-installed shear reinforcement.” 2014. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/40938.

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

MLA Handbook (7th Edition):

Dondrea III, Anthony Louis. “Undercut and grouted anchors as post-installed shear reinforcement.” 2014. Web. 20 Apr 2019.

Vancouver:

Dondrea III AL. Undercut and grouted anchors as post-installed shear reinforcement. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/40938.

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

Council of Science Editors:

Dondrea III AL. Undercut and grouted anchors as post-installed shear reinforcement. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/40938

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


University of Texas – Austin

19. Allford, Morgan Therese. Expansion behavior of reinforced concrete elements due to alkali-silica reaction.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 The influence of reinforcement on the development and distribution of multiaxial expansions in reinforced concrete elements due to alkali-silica reaction (ASR) requires further research. Understanding… (more)

Subjects/Keywords: Alkali-silica reaction; Reinforcement; Multiaxial expansion; Expansion behavior

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

APA (6th Edition):

Allford, M. T. (2016). Expansion behavior of reinforced concrete elements due to alkali-silica reaction. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/41645

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):

Allford, Morgan Therese. “Expansion behavior of reinforced concrete elements due to alkali-silica reaction.” 2016. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/41645.

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

MLA Handbook (7th Edition):

Allford, Morgan Therese. “Expansion behavior of reinforced concrete elements due to alkali-silica reaction.” 2016. Web. 20 Apr 2019.

Vancouver:

Allford MT. Expansion behavior of reinforced concrete elements due to alkali-silica reaction. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/41645.

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

Council of Science Editors:

Allford MT. Expansion behavior of reinforced concrete elements due to alkali-silica reaction. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/41645

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


University of Texas – Austin

20. Nakamura, Eisuke. Shear database for prestressed concrete members.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 Development of shear databases attracted a great deal of attention in the shear research community within the last decade. Although a few shear databases have… (more)

Subjects/Keywords: Shear; Prestressed concrete; Structural engineering; Shear design; Shear tests; Shear stress

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

APA (6th Edition):

Nakamura, E. (2011). Shear database for prestressed concrete members. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3499

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):

Nakamura, Eisuke. “Shear database for prestressed concrete members.” 2011. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3499.

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

MLA Handbook (7th Edition):

Nakamura, Eisuke. “Shear database for prestressed concrete members.” 2011. Web. 20 Apr 2019.

Vancouver:

Nakamura E. Shear database for prestressed concrete members. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3499.

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

Council of Science Editors:

Nakamura E. Shear database for prestressed concrete members. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3499

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


University of Texas – Austin

21. Williams, Christopher Scott. Strut-and-tie model design examples for bridge.

Degree: Civil, Architectural, and Environmental Engineering, 2011, University of Texas – Austin

 Strut-and-tie modeling (STM) is a versatile, lower-bound (i.e. conservative) design method for reinforced concrete structural components. Uncertainty expressed by engineers related to the implementation of… (more)

Subjects/Keywords: Strut-and-tie modeling; Reinforced concrete; Strength; Serviceability; Bent cap; Cantilever; Inverted-T; Drilled-shaft footing

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

APA (6th Edition):

Williams, C. S. (2011). Strut-and-tie model design examples for bridge. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-12-4661

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):

Williams, Christopher Scott. “Strut-and-tie model design examples for bridge.” 2011. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2011-12-4661.

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

MLA Handbook (7th Edition):

Williams, Christopher Scott. “Strut-and-tie model design examples for bridge.” 2011. Web. 20 Apr 2019.

Vancouver:

Williams CS. Strut-and-tie model design examples for bridge. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4661.

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

Council of Science Editors:

Williams CS. Strut-and-tie model design examples for bridge. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4661

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


University of Texas – Austin

22. Zaborac, Jarrod Robert. Crack-based damage assessment of in-service reinforced concrete bridge members.

Degree: Civil, Architectural, and Environmental Engineering, 2017, University of Texas – Austin

 Reinforced concrete bridge infrastructure is typically evaluated based on visually observed cracking/damage. However, traditional inspection procedures typically provide little-to-no insight into the remaining capacity of… (more)

Subjects/Keywords: Reinforced concrete; Bridges; Cracking; Mechanics; Crack width and spacing; Damage assessment; Shear

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

APA (6th Edition):

Zaborac, J. R. (2017). Crack-based damage assessment of in-service reinforced concrete bridge members. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/63549

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):

Zaborac, Jarrod Robert. “Crack-based damage assessment of in-service reinforced concrete bridge members.” 2017. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/63549.

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

MLA Handbook (7th Edition):

Zaborac, Jarrod Robert. “Crack-based damage assessment of in-service reinforced concrete bridge members.” 2017. Web. 20 Apr 2019.

Vancouver:

Zaborac JR. Crack-based damage assessment of in-service reinforced concrete bridge members. [Internet] [Thesis]. University of Texas – Austin; 2017. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/63549.

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

Council of Science Editors:

Zaborac JR. Crack-based damage assessment of in-service reinforced concrete bridge members. [Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/63549

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


University of Texas – Austin

23. Huaco Cárdenas, Guillermo David. Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 Different strategies can be used to repair, rehabilitate and strengthen existing structures. Techniques based on Fiber Reinforced Polymer (FRP) materials appear to be innovative alternatives… (more)

Subjects/Keywords: Carbon fiber reinforced polymer; CFRP anchor; CFRP sheet; Epoxy; Rehabilitation projects; Quality control

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APA (6th Edition):

Huaco Cárdenas, G. D. (2009). Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-12-688

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):

Huaco Cárdenas, Guillermo David. “Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation.” 2009. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2009-12-688.

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

MLA Handbook (7th Edition):

Huaco Cárdenas, Guillermo David. “Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation.” 2009. Web. 20 Apr 2019.

Vancouver:

Huaco Cárdenas GD. Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-688.

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

Council of Science Editors:

Huaco Cárdenas GD. Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-12-688

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


University of Texas – Austin

24. Foster, Stephen Wroe, 1986-. Reducing top mat reinforcement in bridge decks.

Degree: Civil, Architectural, and Environmental Engineering, 2010, University of Texas – Austin

 The Texas Department of Transportation (TxDOT) uses precast, prestressed concrete panels (PCPs) as stay-in-place formwork for most bridges built in Texas. The PCPs are placed… (more)

Subjects/Keywords: Bridge deck; Reinforcement; Top mat; Crack widths; Precast panels

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APA (6th Edition):

Foster, Stephen Wroe, 1. (2010). Reducing top mat reinforcement in bridge decks. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-928

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):

Foster, Stephen Wroe, 1986-. “Reducing top mat reinforcement in bridge decks.” 2010. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-928.

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

MLA Handbook (7th Edition):

Foster, Stephen Wroe, 1986-. “Reducing top mat reinforcement in bridge decks.” 2010. Web. 20 Apr 2019.

Vancouver:

Foster, Stephen Wroe 1. Reducing top mat reinforcement in bridge decks. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-928.

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

Council of Science Editors:

Foster, Stephen Wroe 1. Reducing top mat reinforcement in bridge decks. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-928

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

25. Garber, David Benjamin. Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders.

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

 The prestress loss estimation provision in the AASHTO LRFD Bridge Design Specifications was recalibrated in 2005 to be more accurate for "high-strength [conventional] concrete." Greater… (more)

Subjects/Keywords: Prestress loss; Prestressed concrete; Experimental testing; Database assembly; AASHTO LRFD

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APA (6th Edition):

Garber, D. B. (2014). Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/24899

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):

Garber, David Benjamin. “Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders.” 2014. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/24899.

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

MLA Handbook (7th Edition):

Garber, David Benjamin. “Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders.” 2014. Web. 20 Apr 2019.

Vancouver:

Garber DB. Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/24899.

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

Council of Science Editors:

Garber DB. Effect of new prestress loss estimation procedure on precast, pretensioned bridge girders. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/24899

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

26. Gallardo Méndez, José Manuel. Model of strain-related prestress losses in pretensioned simply supported bridge girders.

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

 Prestressed concrete construction relies on the application of compressive stresses to concrete elements. The prestressing force is typically applied through the tensioning of strands that… (more)

Subjects/Keywords: Concrete; Creep; Shrinkage; Prestress losses; Prestressed bridge girder

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

APA (6th Edition):

Gallardo Méndez, J. M. (2014). Model of strain-related prestress losses in pretensioned simply supported bridge girders. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/24900

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):

Gallardo Méndez, José Manuel. “Model of strain-related prestress losses in pretensioned simply supported bridge girders.” 2014. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/24900.

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

MLA Handbook (7th Edition):

Gallardo Méndez, José Manuel. “Model of strain-related prestress losses in pretensioned simply supported bridge girders.” 2014. Web. 20 Apr 2019.

Vancouver:

Gallardo Méndez JM. Model of strain-related prestress losses in pretensioned simply supported bridge girders. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/24900.

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

Council of Science Editors:

Gallardo Méndez JM. Model of strain-related prestress losses in pretensioned simply supported bridge girders. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/24900

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

27. Felan, James Oscar. Shear strength and effects of HDPE plastic post-tensioning duct on a prestressed girder.

Degree: Civil, Architectural, and Environmental Engineering, 2013, University of Texas – Austin

 The goal of the splice girder research project 0-6652 funded by the Texas Department of Transportation is to utilize the full potential of splicing prestressed… (more)

Subjects/Keywords: Splice girder; Shear strength; Tx46; Tx62; Panel testing; Plastic duct; Steel duct; Post-tensioning steel strands; Prestressed girder; Reinforced concrete

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

APA (6th Edition):

Felan, J. O. (2013). Shear strength and effects of HDPE plastic post-tensioning duct on a prestressed girder. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/22864

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):

Felan, James Oscar. “Shear strength and effects of HDPE plastic post-tensioning duct on a prestressed girder.” 2013. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/22864.

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

MLA Handbook (7th Edition):

Felan, James Oscar. “Shear strength and effects of HDPE plastic post-tensioning duct on a prestressed girder.” 2013. Web. 20 Apr 2019.

Vancouver:

Felan JO. Shear strength and effects of HDPE plastic post-tensioning duct on a prestressed girder. [Internet] [Thesis]. University of Texas – Austin; 2013. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/22864.

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

Council of Science Editors:

Felan JO. Shear strength and effects of HDPE plastic post-tensioning duct on a prestressed girder. [Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/22864

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

28. Tuchscherer, Robin Garrett. Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions.

Degree: Civil, Architectural, and Environmental Engineering, 2008, University of Texas – Austin

 Bridge bents (deep beams) in the State of Texas have experienced diagonal cracking problems with increasing frequency. These field related issues, taken in combination with… (more)

Subjects/Keywords: Deep beams; Bridge bents; Deep beam shear tests; Strut-and-tie modeling

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

APA (6th Edition):

Tuchscherer, R. G. (2008). Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/29685

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):

Tuchscherer, Robin Garrett. “Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions.” 2008. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/29685.

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

MLA Handbook (7th Edition):

Tuchscherer, Robin Garrett. “Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions.” 2008. Web. 20 Apr 2019.

Vancouver:

Tuchscherer RG. Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions. [Internet] [Thesis]. University of Texas – Austin; 2008. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/29685.

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

Council of Science Editors:

Tuchscherer RG. Strut-and-tie modeling of reinforced concrete deep beams : experiments and design provisions. [Thesis]. University of Texas – Austin; 2008. Available from: http://hdl.handle.net/2152/29685

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

29. Bae, Sungjin. Seismic performance of full-scale reinforced concrete columns.

Degree: Civil, Architectural, and Environmental Engineering, 2005, University of Texas – Austin

 The deformation capacity of a concrete column can be expressed by using different ductility parameters such as curvature ductility, displacement ductility or drift capacity. However,… (more)

Subjects/Keywords: Columns, Concrete – Testing; Reinforced concrete construction – Testing

Page 1 Page 2 Page 3 Page 4 Page 5

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

APA (6th Edition):

Bae, S. (2005). Seismic performance of full-scale reinforced concrete columns. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/2386

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):

Bae, Sungjin. “Seismic performance of full-scale reinforced concrete columns.” 2005. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/2386.

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

MLA Handbook (7th Edition):

Bae, Sungjin. “Seismic performance of full-scale reinforced concrete columns.” 2005. Web. 20 Apr 2019.

Vancouver:

Bae S. Seismic performance of full-scale reinforced concrete columns. [Internet] [Thesis]. University of Texas – Austin; 2005. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/2386.

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

Council of Science Editors:

Bae S. Seismic performance of full-scale reinforced concrete columns. [Thesis]. University of Texas – Austin; 2005. Available from: http://hdl.handle.net/2152/2386

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

30. Widianto. Rehabilitation of reinforced concrete slab-column connections for two-way shear.

Degree: Civil, Architectural, and Environmental Engineering, 2006, University of Texas – Austin

 Even though a reinforced concrete flat-plate structural system is an economical structural system, it is prone to brittle shear failure at slab-column connections, which may… (more)

Subjects/Keywords: Columns, Concrete; Reinforced concrete construction; Buildings – Repair and reconstruction

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

APA (6th Edition):

Widianto. (2006). Rehabilitation of reinforced concrete slab-column connections for two-way shear. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/2950

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

Chicago Manual of Style (16th Edition):

Widianto. “Rehabilitation of reinforced concrete slab-column connections for two-way shear.” 2006. Thesis, University of Texas – Austin. Accessed April 20, 2019. http://hdl.handle.net/2152/2950.

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

MLA Handbook (7th Edition):

Widianto. “Rehabilitation of reinforced concrete slab-column connections for two-way shear.” 2006. Web. 20 Apr 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Widianto. Rehabilitation of reinforced concrete slab-column connections for two-way shear. [Internet] [Thesis]. University of Texas – Austin; 2006. [cited 2019 Apr 20]. Available from: http://hdl.handle.net/2152/2950.

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

Council of Science Editors:

Widianto. Rehabilitation of reinforced concrete slab-column connections for two-way shear. [Thesis]. University of Texas – Austin; 2006. Available from: http://hdl.handle.net/2152/2950

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

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