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You searched for +publisher:"University of Texas – Austin" +contributor:("Jirsa, James O."). Showing records 1 – 28 of 28 total matches.

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University of Texas – Austin

1. 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 July 15, 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. 15 Jul 2019.

Vancouver:

Dunkman DA. Bursting and spalling in pretensioned U-beams. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Jul 15]. 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

2. McKinstry, Christopher Archer. Frequency response of damage [sic] external post-tensioned tendons.

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

 Bridges with external post-tensioned tendons are considered to be more durable than bridges with internal tendons (tendons within the webs and flanges), because external tendons… (more)

Subjects/Keywords: External post-tensioned tendons; Vibrational testing; Natural frequency; Morse approximation; Stiff string model

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APA (6th Edition):

McKinstry, C. A. (2010). Frequency response of damage [sic] external post-tensioned tendons. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-843

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):

McKinstry, Christopher Archer. “Frequency response of damage [sic] external post-tensioned tendons.” 2010. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-843.

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

MLA Handbook (7th Edition):

McKinstry, Christopher Archer. “Frequency response of damage [sic] external post-tensioned tendons.” 2010. Web. 15 Jul 2019.

Vancouver:

McKinstry CA. Frequency response of damage [sic] external post-tensioned tendons. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-843.

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

Council of Science Editors:

McKinstry CA. Frequency response of damage [sic] external post-tensioned tendons. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-843

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


University of Texas – Austin

3. 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 (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 July 15, 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. 15 Jul 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 Jul 15]. 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

4. 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 July 15, 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. 15 Jul 2019.

Vancouver:

Nakamura E. Shear database for prestressed concrete members. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 15]. 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

5. Sivaramakrishnan, Balaji. Non-linear modeling parameters for reinforced concrete columns subjected to seismic loads.

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

 The American Society of Civil Engineers (ASCE) Standard 41-06 Supplement No.1 (2007) assists engineers in modeling and evaluating the non-linear behavior of structures till collapse.… (more)

Subjects/Keywords: ASCE 41-06; Median estimates; Fragility curves; Concrete columns; Concrete engineering; Modeling parameters

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APA (6th Edition):

Sivaramakrishnan, B. (2010). Non-linear modeling parameters for reinforced concrete columns subjected to seismic loads. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-12-2635

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):

Sivaramakrishnan, Balaji. “Non-linear modeling parameters for reinforced concrete columns subjected to seismic loads.” 2010. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2010-12-2635.

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

MLA Handbook (7th Edition):

Sivaramakrishnan, Balaji. “Non-linear modeling parameters for reinforced concrete columns subjected to seismic loads.” 2010. Web. 15 Jul 2019.

Vancouver:

Sivaramakrishnan B. Non-linear modeling parameters for reinforced concrete columns subjected to seismic loads. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-12-2635.

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

Council of Science Editors:

Sivaramakrishnan B. Non-linear modeling parameters for reinforced concrete columns subjected to seismic loads. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-12-2635

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


University of Texas – Austin

6. Webb, Zachary David. Experimental investigation of ASR/DEF-induced reinforcing bar fracture.

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

 Numerous cases of premature concrete deterioration due to alkali-silica reaction and/or delayed ettringite formation have developed within highway infrastructure in the state of Texas over… (more)

Subjects/Keywords: Alkali-silica reaction; Delayed ettringite formation; Reinforcing bar; Fracture; Rebar fracture

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

APA (6th Edition):

Webb, Z. D. (2011). Experimental investigation of ASR/DEF-induced reinforcing bar fracture. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-12-4380

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):

Webb, Zachary David. “Experimental investigation of ASR/DEF-induced reinforcing bar fracture.” 2011. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2011-12-4380.

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

MLA Handbook (7th Edition):

Webb, Zachary David. “Experimental investigation of ASR/DEF-induced reinforcing bar fracture.” 2011. Web. 15 Jul 2019.

Vancouver:

Webb ZD. Experimental investigation of ASR/DEF-induced reinforcing bar fracture. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4380.

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

Council of Science Editors:

Webb ZD. Experimental investigation of ASR/DEF-induced reinforcing bar fracture. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4380

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


University of Texas – Austin

7. 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 July 15, 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. 15 Jul 2019.

Vancouver:

Moore, Andrew Michael 1. Shear behavior of prestressed concrete U-beams. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jul 15]. 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

8. Avendaño Valderrama, Alejandro Raul. Pretensioned box beams : prestress transfer and shear behavior.

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

 Pretensioned concrete box beams have been used in highway bridges for more than half a century. Due to their geometry, they have often been used… (more)

Subjects/Keywords: Box beams; Pretensioned; Shear

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APA (6th Edition):

Avendaño Valderrama, A. R. (2011). Pretensioned box beams : prestress transfer and shear behavior. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-12-4530

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):

Avendaño Valderrama, Alejandro Raul. “Pretensioned box beams : prestress transfer and shear behavior.” 2011. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2011-12-4530.

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

MLA Handbook (7th Edition):

Avendaño Valderrama, Alejandro Raul. “Pretensioned box beams : prestress transfer and shear behavior.” 2011. Web. 15 Jul 2019.

Vancouver:

Avendaño Valderrama AR. Pretensioned box beams : prestress transfer and shear behavior. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4530.

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

Council of Science Editors:

Avendaño Valderrama AR. Pretensioned box beams : prestress transfer and shear behavior. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-12-4530

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


University of Texas – Austin

9. Hadjioannou, Michalis. Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios.

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

 Two full-scale composite floor slabs were tested at Ferguson Structural Engineering Laboratory at The University of Texas at Austin under two different column removal scenarios.… (more)

Subjects/Keywords: Progressive collapse; Steel structures; Composite floors; Column removal; Disproportionate collapse; Robustness; Experimental study

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APA (6th Edition):

Hadjioannou, M. (2015). Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47205

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):

Hadjioannou, Michalis. “Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios.” 2015. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/47205.

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

MLA Handbook (7th Edition):

Hadjioannou, Michalis. “Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios.” 2015. Web. 15 Jul 2019.

Vancouver:

Hadjioannou M. Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/47205.

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

Council of Science Editors:

Hadjioannou M. Large-scale testing and numerical simulations of composite floor slabs under progressive collapse scenarios. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/47205

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


University of Texas – Austin

10. Wald, David Michael. ASR expansion behavior in reinforced concrete : experimentation and numerical modeling for practical application.

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

 Most practicing structural engineers are not well-equipped with the knowledge or tools necessary to adequately address the problem of alkali-silica reaction (ASR). While the mechanisms… (more)

Subjects/Keywords: Alkali-silica reaction; reinforced concrete; Expansions; Volumetric expansions; Experimentation; Numerical modeling

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APA (6th Edition):

Wald, D. M. (2017). ASR expansion behavior in reinforced concrete : experimentation and numerical modeling for practical application. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/61820

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):

Wald, David Michael. “ASR expansion behavior in reinforced concrete : experimentation and numerical modeling for practical application.” 2017. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/61820.

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

MLA Handbook (7th Edition):

Wald, David Michael. “ASR expansion behavior in reinforced concrete : experimentation and numerical modeling for practical application.” 2017. Web. 15 Jul 2019.

Vancouver:

Wald DM. ASR expansion behavior in reinforced concrete : experimentation and numerical modeling for practical application. [Internet] [Thesis]. University of Texas – Austin; 2017. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/61820.

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

Council of Science Editors:

Wald DM. ASR expansion behavior in reinforced concrete : experimentation and numerical modeling for practical application. [Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/61820

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


University of Texas – Austin

11. -8518-4464. Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions.

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

 Current analytical tools were calibrated mainly using pseudo-static experimental investigations of individual structural components. Relatively few tests have been performed on reinforced concrete structural systems… (more)

Subjects/Keywords: Reinforced concrete; Building; Stiffness; Strength; Damage; Earthquake; Loading rate; Moment frames; Shear walls; Dynamic

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APA (6th Edition):

-8518-4464. (2016). Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/39606

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):

-8518-4464. “Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions.” 2016. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/39606.

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):

-8518-4464. “Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions.” 2016. Web. 15 Jul 2019.

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

Vancouver:

-8518-4464. Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/39606.

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:

-8518-4464. Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/39606

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

12. Kreitman, Kerry. Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution.

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

 Many continuous steel bridges constructed prior to the 1970s have floor systems consisting of a non-composite concrete deck over steel beams with no shear connectors.… (more)

Subjects/Keywords: Bridge strengthening; Composite girders; Partially composite design; Moment redistribution; Shakedown; Autostress design; Large-scale testing

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APA (6th Edition):

Kreitman, K. (2016). Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/46618

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):

Kreitman, Kerry. “Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution.” 2016. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/46618.

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

MLA Handbook (7th Edition):

Kreitman, Kerry. “Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution.” 2016. Web. 15 Jul 2019.

Vancouver:

Kreitman K. Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/46618.

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

Council of Science Editors:

Kreitman K. Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/46618

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


University of Texas – Austin

13. Jo, Seongwoo. Seismic behavior and design of low-rise reinforced concrete masonry with clay masonry veneer.

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

 The research described here is part of a multi-university project on “Performance-based Design of New Masonry Structures.” Within the context of that project, the main… (more)

Subjects/Keywords: Rreinforced concrete masonry; Clay masonry veneer; Seismic behavior; Seismic design; Low-rise; Veneer connectors

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APA (6th Edition):

Jo, S. (2010). Seismic behavior and design of low-rise reinforced concrete masonry with clay masonry veneer. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2010-05-723

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):

Jo, Seongwoo. “Seismic behavior and design of low-rise reinforced concrete masonry with clay masonry veneer.” 2010. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2010-05-723.

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

MLA Handbook (7th Edition):

Jo, Seongwoo. “Seismic behavior and design of low-rise reinforced concrete masonry with clay masonry veneer.” 2010. Web. 15 Jul 2019.

Vancouver:

Jo S. Seismic behavior and design of low-rise reinforced concrete masonry with clay masonry veneer. [Internet] [Thesis]. University of Texas – Austin; 2010. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-723.

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

Council of Science Editors:

Jo S. Seismic behavior and design of low-rise reinforced concrete masonry with clay masonry veneer. [Thesis]. University of Texas – Austin; 2010. Available from: http://hdl.handle.net/2152/ETD-UT-2010-05-723

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


University of Texas – Austin

14. Kee, Seong-Hoon. Evaluation of crack depth in concrete using non-contact surface wave transmission measurement.

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

 The purpose of this study is to develop a non-contact air-coupled NDT method to identify and characterize surface-breaking cracks in concrete structures using surface wave… (more)

Subjects/Keywords: NDT; Concrete; Surface-breaking crack; Air-coupled sensors; Surface wave measurements

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

APA (6th Edition):

Kee, S. (2011). Evaluation of crack depth in concrete using non-contact surface wave transmission measurement. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3047

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):

Kee, Seong-Hoon. “Evaluation of crack depth in concrete using non-contact surface wave transmission measurement.” 2011. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3047.

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

MLA Handbook (7th Edition):

Kee, Seong-Hoon. “Evaluation of crack depth in concrete using non-contact surface wave transmission measurement.” 2011. Web. 15 Jul 2019.

Vancouver:

Kee S. Evaluation of crack depth in concrete using non-contact surface wave transmission measurement. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3047.

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

Council of Science Editors:

Kee S. Evaluation of crack depth in concrete using non-contact surface wave transmission measurement. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3047

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


University of Texas – Austin

15. Ghiami Azad, Amir Reza. Fatigue behavior of post-installed shear connectors used to strengthen continuous non-composite steel bridge girders.

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

 Many older bridges in Texas are constructed with floor systems consisting of a concrete slab over steel girders. A potentially economical means of strengthening these… (more)

Subjects/Keywords: Fatigue; Shear connector; Bridge; Steel; Composite; Non-composite; Partially-composite; Post-installed; Retrofit; Strengthen; Slip; Large-scale; UT slip; Methodology; Check; Continuous; Girder; Behavior; Experimental; Numerical; Computational

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APA (6th Edition):

Ghiami Azad, A. R. (2016). Fatigue behavior of post-installed shear connectors used to strengthen continuous non-composite steel bridge girders. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/41752

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):

Ghiami Azad, Amir Reza. “Fatigue behavior of post-installed shear connectors used to strengthen continuous non-composite steel bridge girders.” 2016. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/41752.

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

MLA Handbook (7th Edition):

Ghiami Azad, Amir Reza. “Fatigue behavior of post-installed shear connectors used to strengthen continuous non-composite steel bridge girders.” 2016. Web. 15 Jul 2019.

Vancouver:

Ghiami Azad AR. Fatigue behavior of post-installed shear connectors used to strengthen continuous non-composite steel bridge girders. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/41752.

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

Council of Science Editors:

Ghiami Azad AR. Fatigue behavior of post-installed shear connectors used to strengthen continuous non-composite steel bridge girders. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/41752

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


University of Texas – Austin

16. -5454-6584. Short-term and time-dependent stresses in precast network arches.

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

 Due to their structural efficiency and architectural elegance, concrete arches have long been used in bridge applications. However, the construction of concrete arches requires significant… (more)

Subjects/Keywords: Structural health monitoring; Accelerated bridge construction; Precast; Prestressed concrete; Time-dependent behavior of concrete; Creep; Arch bridge

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APA (6th Edition):

-5454-6584. (2015). Short-term and time-dependent stresses in precast network arches. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31351

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):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/31351.

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):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Web. 15 Jul 2019.

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

Vancouver:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/31351.

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:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31351

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

17. Nguyen, Phu Trong, active 21st century. A study of shear behavior of reinforced concrete deep beams.

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

 Reinforced concrete deep beams are vital structural members serving as load transferring elements. The behavior of reinforced concrete deep beams is complex. Nonlinear distribution of… (more)

Subjects/Keywords: Deep beams; Reinforced concrete; Simply supported; Continuous deep beams; ATENA; Shear behavior

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APA (6th Edition):

Nguyen, Phu Trong, a. 2. c. (2013). A study of shear behavior of reinforced concrete deep beams. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/27661

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):

Nguyen, Phu Trong, active 21st century. “A study of shear behavior of reinforced concrete deep beams.” 2013. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/27661.

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

MLA Handbook (7th Edition):

Nguyen, Phu Trong, active 21st century. “A study of shear behavior of reinforced concrete deep beams.” 2013. Web. 15 Jul 2019.

Vancouver:

Nguyen, Phu Trong a2c. A study of shear behavior of reinforced concrete deep beams. [Internet] [Thesis]. University of Texas – Austin; 2013. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/27661.

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

Council of Science Editors:

Nguyen, Phu Trong a2c. A study of shear behavior of reinforced concrete deep beams. [Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/27661

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

18. Wald, David Michael. Experimental investigation of crushing capacity of I-girder webs containing post-tensioning ducts.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 The shear capacity of a post-tensioned, concrete I-girder may be influenced if the crushing capacity of the web is reduced by ducts for the tendons.… (more)

Subjects/Keywords: Web crushing; Post-tensioning; Shear

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APA (6th Edition):

Wald, D. M. (2012). Experimental investigation of crushing capacity of I-girder webs containing post-tensioning ducts. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/19711

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):

Wald, David Michael. “Experimental investigation of crushing capacity of I-girder webs containing post-tensioning ducts.” 2012. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/19711.

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

MLA Handbook (7th Edition):

Wald, David Michael. “Experimental investigation of crushing capacity of I-girder webs containing post-tensioning ducts.” 2012. Web. 15 Jul 2019.

Vancouver:

Wald DM. Experimental investigation of crushing capacity of I-girder webs containing post-tensioning ducts. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/19711.

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

Council of Science Editors:

Wald DM. Experimental investigation of crushing capacity of I-girder webs containing post-tensioning ducts. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/19711

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

19. Azimov, Umid. Controlling cracking in precast prestressed concrete panels.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Precast, prestressed concrete panels (PCPs) have been widely used in Texas as stay-in-place formwork in bridge deck construction. Although PCPs are widely popular and extensively… (more)

Subjects/Keywords: Precast panels; Bridge deck panels; Precast prestressed concrete panels; Prestressed panels; PCP; Prestress loss; Panel cracking; Collinear cracking; Crack control

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

APA (6th Edition):

Azimov, U. (2012). Controlling cracking in precast prestressed concrete panels. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-08-6180

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):

Azimov, Umid. “Controlling cracking in precast prestressed concrete panels.” 2012. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2012-08-6180.

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

MLA Handbook (7th Edition):

Azimov, Umid. “Controlling cracking in precast prestressed concrete panels.” 2012. Web. 15 Jul 2019.

Vancouver:

Azimov U. Controlling cracking in precast prestressed concrete panels. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-08-6180.

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

Council of Science Editors:

Azimov U. Controlling cracking in precast prestressed concrete panels. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-08-6180

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

20. Pudleiner, Douglas Karl. Design considerations based on size effects of anchored carbon fiber reinforced polymer (CFRP) systems.

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

 Due to their high strength, limited architectural impact, and speed of installation, externally applied carbon fiber reinforced polymer (CFRP) materials are gaining use in infrastructure… (more)

Subjects/Keywords: CFRP; Anchor; Size effect; Design

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APA (6th Edition):

Pudleiner, D. K. (2016). Design considerations based on size effects of anchored carbon fiber reinforced polymer (CFRP) systems. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/39031

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):

Pudleiner, Douglas Karl. “Design considerations based on size effects of anchored carbon fiber reinforced polymer (CFRP) systems.” 2016. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/39031.

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

MLA Handbook (7th Edition):

Pudleiner, Douglas Karl. “Design considerations based on size effects of anchored carbon fiber reinforced polymer (CFRP) systems.” 2016. Web. 15 Jul 2019.

Vancouver:

Pudleiner DK. Design considerations based on size effects of anchored carbon fiber reinforced polymer (CFRP) systems. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/39031.

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

Council of Science Editors:

Pudleiner DK. Design considerations based on size effects of anchored carbon fiber reinforced polymer (CFRP) systems. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/39031

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

21. Massey, Joshua Brice. Experimental investigation of shear transfer between concrete interfaces.

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

 This experimental program was focused on the effect of surface geometry (shear keys) on the transmission of shear forces between concrete cast against a hardened… (more)

Subjects/Keywords: Concrete; Shear; Friction; Interface

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APA (6th Edition):

Massey, J. B. (2014). Experimental investigation of shear transfer between concrete interfaces. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/40939

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):

Massey, Joshua Brice. “Experimental investigation of shear transfer between concrete interfaces.” 2014. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/40939.

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

MLA Handbook (7th Edition):

Massey, Joshua Brice. “Experimental investigation of shear transfer between concrete interfaces.” 2014. Web. 15 Jul 2019.

Vancouver:

Massey JB. Experimental investigation of shear transfer between concrete interfaces. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/40939.

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

Council of Science Editors:

Massey JB. Experimental investigation of shear transfer between concrete interfaces. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/40939

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

22. Orton, Sarah Lynn, 1978-. Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse.

Degree: Civil, Architectural, and Environmental Engineering, 2007, University of Texas – Austin

 Reinforced concrete buildings may be vulnerable to progressive collapse due to a lack of continuous reinforcement. Progressive collapse is an extreme form of collapse that… (more)

Subjects/Keywords: Buildings, Reinforced concrete; Building failures; Polymer-impregnated concrete; Polymeric composites; Reinforced concrete construction; Carbon fibers

Page 1 Page 2 Page 3 Page 4 Page 5

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APA (6th Edition):

Orton, Sarah Lynn, 1. (2007). Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/3241

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):

Orton, Sarah Lynn, 1978-. “Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse.” 2007. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/3241.

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

MLA Handbook (7th Edition):

Orton, Sarah Lynn, 1978-. “Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse.” 2007. Web. 15 Jul 2019.

Vancouver:

Orton, Sarah Lynn 1. Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse. [Internet] [Thesis]. University of Texas – Austin; 2007. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/3241.

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

Council of Science Editors:

Orton, Sarah Lynn 1. Development of a CFRP system to provide continuity in existing reinforced concrete buildings vulnerable to progressive collapse. [Thesis]. University of Texas – Austin; 2007. Available from: http://hdl.handle.net/2152/3241

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

23. Hernandez, Jaime F. Quasi-static testing of cantilever masonry shear wall segments.

Degree: 2012, University of Texas – Austin

 The primary objective of this thesis was to study how the behavior of flexure-dominated masonry shear-wall segments is affected by changes in the normalized axial… (more)

Subjects/Keywords: Masonry; Shear-wall

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APA (6th Edition):

Hernandez, J. F. (2012). Quasi-static testing of cantilever masonry shear wall segments. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-05-5462

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):

Hernandez, Jaime F. “Quasi-static testing of cantilever masonry shear wall segments.” 2012. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2012-05-5462.

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

MLA Handbook (7th Edition):

Hernandez, Jaime F. “Quasi-static testing of cantilever masonry shear wall segments.” 2012. Web. 15 Jul 2019.

Vancouver:

Hernandez JF. Quasi-static testing of cantilever masonry shear wall segments. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5462.

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

Council of Science Editors:

Hernandez JF. Quasi-static testing of cantilever masonry shear wall segments. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-5462

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


University of Texas – Austin

24. Argudo, Jaime Fernando. Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections.

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

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

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APA (6th Edition):

Argudo, J. F. (2006). Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/2458

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):

Argudo, Jaime Fernando. “Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections.” 2006. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/2458.

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

MLA Handbook (7th Edition):

Argudo, Jaime Fernando. “Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections.” 2006. Web. 15 Jul 2019.

Vancouver:

Argudo JF. Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections. [Internet] [Thesis]. University of Texas – Austin; 2006. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/2458.

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

Council of Science Editors:

Argudo JF. Non-destructive evaluation of gravity load carrying capacity and lateral load damage of reinforced concrete slab-column connections. [Thesis]. University of Texas – Austin; 2006. Available from: http://hdl.handle.net/2152/2458

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

25. Fernandez Gomez, Eulalio, 1981-. Design criteria for strength and serviceability of inverted-T straddle bent caps.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Several recently built inverted-T bent caps in Texas have shown significant inclined cracking triggering concern about current design procedures for such structures. The repair of… (more)

Subjects/Keywords: Inverted-T; Deep beams; Shear, strength; Serviceability; Strut-and-tie modeling

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APA (6th Edition):

Fernandez Gomez, Eulalio, 1. (2012). Design criteria for strength and serviceability of inverted-T straddle bent caps. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-08-6340

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):

Fernandez Gomez, Eulalio, 1981-. “Design criteria for strength and serviceability of inverted-T straddle bent caps.” 2012. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2012-08-6340.

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

MLA Handbook (7th Edition):

Fernandez Gomez, Eulalio, 1981-. “Design criteria for strength and serviceability of inverted-T straddle bent caps.” 2012. Web. 15 Jul 2019.

Vancouver:

Fernandez Gomez, Eulalio 1. Design criteria for strength and serviceability of inverted-T straddle bent caps. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-08-6340.

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

Council of Science Editors:

Fernandez Gomez, Eulalio 1. Design criteria for strength and serviceability of inverted-T straddle bent caps. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-08-6340

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

26. Ahmadi Koutalan, Farhad. Displacement-based seismic design and tools for reinforced masonry shear-wall structures.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 The research described here is part of a multi-university project on “Performance-based Seismic Design Methods and Tools for Reinforced Masonry Shear-Wall Structures.” Within the context… (more)

Subjects/Keywords: Masonry; Displacement-based seismic design; Seismic behavior; Performance of reinforced masonry shear-wall segments

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APA (6th Edition):

Ahmadi Koutalan, F. (2012). Displacement-based seismic design and tools for reinforced masonry shear-wall structures. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-12-6489

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):

Ahmadi Koutalan, Farhad. “Displacement-based seismic design and tools for reinforced masonry shear-wall structures.” 2012. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2012-12-6489.

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

MLA Handbook (7th Edition):

Ahmadi Koutalan, Farhad. “Displacement-based seismic design and tools for reinforced masonry shear-wall structures.” 2012. Web. 15 Jul 2019.

Vancouver:

Ahmadi Koutalan F. Displacement-based seismic design and tools for reinforced masonry shear-wall structures. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-12-6489.

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

Council of Science Editors:

Ahmadi Koutalan F. Displacement-based seismic design and tools for reinforced masonry shear-wall structures. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-12-6489

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

27. Hovell, Catherine Grace, 1983-. Structural performance of Texas U-beams at prestress transfer and under shear-critical loads.

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

 The Texas U-Beam standard designs were released in the 1990’s and have been used increasingly in bridges across the state since. While prototypes of the… (more)

Subjects/Keywords: Prestressed concrete; Shear; U-Beam; Experimental testing; Horizontal shear

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

APA (6th Edition):

Hovell, Catherine Grace, 1. (2011). Structural performance of Texas U-beams at prestress transfer and under shear-critical loads. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-08-4039

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):

Hovell, Catherine Grace, 1983-. “Structural performance of Texas U-beams at prestress transfer and under shear-critical loads.” 2011. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2011-08-4039.

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

MLA Handbook (7th Edition):

Hovell, Catherine Grace, 1983-. “Structural performance of Texas U-beams at prestress transfer and under shear-critical loads.” 2011. Web. 15 Jul 2019.

Vancouver:

Hovell, Catherine Grace 1. Structural performance of Texas U-beams at prestress transfer and under shear-critical loads. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4039.

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

Council of Science Editors:

Hovell, Catherine Grace 1. Structural performance of Texas U-beams at prestress transfer and under shear-critical loads. [Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-08-4039

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

28. LeBorgne, Matthew Ronald. Modeling the post shear failure behavior of reinforced concrete columns.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

 Numerous reinforced concrete buildings vulnerable to earthquake induced collapse have been constructed in seismic zones prior to the 1970s. A major contributor to building collapse… (more)

Subjects/Keywords: Shear failure; Axial failure; Nonlinear analysis; Reinforced concrete columns; Seismic evaluation; Risk assessment; Calibrated model; Dynamic analysis; Degrading behavior; Existing buildings; Poor column details

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

LeBorgne, M. R. (2012). Modeling the post shear failure behavior of reinforced concrete columns. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-05-4975

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):

LeBorgne, Matthew Ronald. “Modeling the post shear failure behavior of reinforced concrete columns.” 2012. Thesis, University of Texas – Austin. Accessed July 15, 2019. http://hdl.handle.net/2152/ETD-UT-2012-05-4975.

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

MLA Handbook (7th Edition):

LeBorgne, Matthew Ronald. “Modeling the post shear failure behavior of reinforced concrete columns.” 2012. Web. 15 Jul 2019.

Vancouver:

LeBorgne MR. Modeling the post shear failure behavior of reinforced concrete columns. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 15]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-4975.

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

Council of Science Editors:

LeBorgne MR. Modeling the post shear failure behavior of reinforced concrete columns. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-05-4975

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

.