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You searched for +publisher:"Texas A&M University" +contributor:("Keating, Peter"). Showing records 1 – 18 of 18 total matches.

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Texas A&M University

1. Soape, Jack. Investigating the Effects of Corrosion on the Fatigue Life of Welded Steel Attachments.

Degree: 2012, Texas A&M University

 The railroad industry plays a pivotal role in commerce and greatly impacts America's economy. With this in mind, they cannot afford downtime or service interruptions… (more)

Subjects/Keywords: Corrosion; Fatigue

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APA (6th Edition):

Soape, J. (2012). Investigating the Effects of Corrosion on the Fatigue Life of Welded Steel Attachments. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11179

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):

Soape, Jack. “Investigating the Effects of Corrosion on the Fatigue Life of Welded Steel Attachments.” 2012. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11179.

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

MLA Handbook (7th Edition):

Soape, Jack. “Investigating the Effects of Corrosion on the Fatigue Life of Welded Steel Attachments.” 2012. Web. 19 Jun 2019.

Vancouver:

Soape J. Investigating the Effects of Corrosion on the Fatigue Life of Welded Steel Attachments. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11179.

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

Council of Science Editors:

Soape J. Investigating the Effects of Corrosion on the Fatigue Life of Welded Steel Attachments. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11179

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


Texas A&M University

2. Lyons, Kimberly. Field Measurements for Estimating Impact Loads on Girder Supports for Ferry Ramps.

Degree: 2015, Texas A&M University

 In Port Aransas, TX, movable bridges, ferry ramps, are used to dock ferry boats and load vehicles on and off of the boats to cross… (more)

Subjects/Keywords: Impact Loads; Ferry Ramps

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APA (6th Edition):

Lyons, K. (2015). Field Measurements for Estimating Impact Loads on Girder Supports for Ferry Ramps. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155100

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):

Lyons, Kimberly. “Field Measurements for Estimating Impact Loads on Girder Supports for Ferry Ramps.” 2015. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/155100.

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

MLA Handbook (7th Edition):

Lyons, Kimberly. “Field Measurements for Estimating Impact Loads on Girder Supports for Ferry Ramps.” 2015. Web. 19 Jun 2019.

Vancouver:

Lyons K. Field Measurements for Estimating Impact Loads on Girder Supports for Ferry Ramps. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/155100.

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

Council of Science Editors:

Lyons K. Field Measurements for Estimating Impact Loads on Girder Supports for Ferry Ramps. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155100

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


Texas A&M University

3. Michel, Jeffrey Louis. Characterization of Acoustic Emissions from Steel Pipeline Dents.

Degree: 2015, Texas A&M University

 Acoustic emissions monitoring is a novel form of nondestructive testing by which the elastic waves that propagate through materials and structures are detected and observed.… (more)

Subjects/Keywords: acoustics; acoustic emissions; steel; pipe; pipeline; dent; burst; tensile; characterization; transducer; AEwin; structural; engineering; AE; nondestructive testing; NDT

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APA (6th Edition):

Michel, J. L. (2015). Characterization of Acoustic Emissions from Steel Pipeline Dents. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155571

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):

Michel, Jeffrey Louis. “Characterization of Acoustic Emissions from Steel Pipeline Dents.” 2015. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/155571.

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

MLA Handbook (7th Edition):

Michel, Jeffrey Louis. “Characterization of Acoustic Emissions from Steel Pipeline Dents.” 2015. Web. 19 Jun 2019.

Vancouver:

Michel JL. Characterization of Acoustic Emissions from Steel Pipeline Dents. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/155571.

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

Council of Science Editors:

Michel JL. Characterization of Acoustic Emissions from Steel Pipeline Dents. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155571

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


Texas A&M University

4. Brown, Carlos Alberto. Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges.

Degree: 2017, Texas A&M University

 Fatigue of steel is a major cause of mechanical failure and as such is very important to the safe design of railroad bridges. Fatigue phenomena… (more)

Subjects/Keywords: Steel; Fatigue; Wear; Material; Historic; Bridge; Truss

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APA (6th Edition):

Brown, C. A. (2017). Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161322

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):

Brown, Carlos Alberto. “Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges.” 2017. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/161322.

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

MLA Handbook (7th Edition):

Brown, Carlos Alberto. “Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges.” 2017. Web. 19 Jun 2019.

Vancouver:

Brown CA. Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/161322.

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

Council of Science Editors:

Brown CA. Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161322

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


Texas A&M University

5. Alexander, Christopher Richard. Development of a composite repair system for reinforcing offshore risers.

Degree: 2009, Texas A&M University

 A research program was conducted to investigate the application of composite materials in repairing corroded offshore risers, leading to the development of an optimized repair… (more)

Subjects/Keywords: offshore; riser; repair; composite

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APA (6th Edition):

Alexander, C. R. (2009). Development of a composite repair system for reinforcing offshore risers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2534

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):

Alexander, Christopher Richard. “Development of a composite repair system for reinforcing offshore risers.” 2009. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2534.

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

MLA Handbook (7th Edition):

Alexander, Christopher Richard. “Development of a composite repair system for reinforcing offshore risers.” 2009. Web. 19 Jun 2019.

Vancouver:

Alexander CR. Development of a composite repair system for reinforcing offshore risers. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2534.

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

Council of Science Editors:

Alexander CR. Development of a composite repair system for reinforcing offshore risers. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2534

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


Texas A&M University

6. Ashton, Zachary. High Temperature Leakage Performance of a Hybrid Brush Seal Compared to a Standard Brush Seal and a Labyrinth Seal.

Degree: 2010, Texas A&M University

 Adequate sealing in turbomachinery reduces secondary leakage and results in more efficient and stable systems. Labyrinth seals are most common, although brush seals are popular… (more)

Subjects/Keywords: Seals; Brush Seal; Labyrinth Seal; Hybrid Brush Seal

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APA (6th Edition):

Ashton, Z. (2010). High Temperature Leakage Performance of a Hybrid Brush Seal Compared to a Standard Brush Seal and a Labyrinth Seal. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7003

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):

Ashton, Zachary. “High Temperature Leakage Performance of a Hybrid Brush Seal Compared to a Standard Brush Seal and a Labyrinth Seal.” 2010. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7003.

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

MLA Handbook (7th Edition):

Ashton, Zachary. “High Temperature Leakage Performance of a Hybrid Brush Seal Compared to a Standard Brush Seal and a Labyrinth Seal.” 2010. Web. 19 Jun 2019.

Vancouver:

Ashton Z. High Temperature Leakage Performance of a Hybrid Brush Seal Compared to a Standard Brush Seal and a Labyrinth Seal. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7003.

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

Council of Science Editors:

Ashton Z. High Temperature Leakage Performance of a Hybrid Brush Seal Compared to a Standard Brush Seal and a Labyrinth Seal. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-7003

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

7. Rabalais, Christopher Paul. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.

Degree: 2015, Texas A&M University

 Non-pretensioned bolted, pretensioned bolted, and riveted lap-spliced specimens were tested to observe how the fasteners? shear strengths were affected by (1) loading type, (2) fastener… (more)

Subjects/Keywords: Bolts; Rivets; Shear Strength; Dynamic Strength; Quasi-Static Strength

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APA (6th Edition):

Rabalais, C. P. (2015). Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155212

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):

Rabalais, Christopher Paul. “Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.” 2015. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/155212.

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

MLA Handbook (7th Edition):

Rabalais, Christopher Paul. “Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings.” 2015. Web. 19 Jun 2019.

Vancouver:

Rabalais CP. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/155212.

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

Council of Science Editors:

Rabalais CP. Analysis of Bolt and Rivet Structural Fasteners Subjected to Dynamic and Quasi-Static Shear Loadings. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155212

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


Texas A&M University

8. Li, Ran. Non-Destructive Damage Evaluation Based on Power Method with Time Collocation.

Degree: 2016, Texas A&M University

 The objective of this dissertation is to develop a nondestructive evaluation (NDE) method that could accurately locate and evaluate damage in mass, stiffness and damping… (more)

Subjects/Keywords: non-destructive damage evaluation (NDE); time domain; damage severity

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APA (6th Edition):

Li, R. (2016). Non-Destructive Damage Evaluation Based on Power Method with Time Collocation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156872

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):

Li, Ran. “Non-Destructive Damage Evaluation Based on Power Method with Time Collocation.” 2016. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/156872.

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

MLA Handbook (7th Edition):

Li, Ran. “Non-Destructive Damage Evaluation Based on Power Method with Time Collocation.” 2016. Web. 19 Jun 2019.

Vancouver:

Li R. Non-Destructive Damage Evaluation Based on Power Method with Time Collocation. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/156872.

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

Council of Science Editors:

Li R. Non-Destructive Damage Evaluation Based on Power Method with Time Collocation. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/156872

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


Texas A&M University

9. Baie, Reza. In-Span Splicing for Continuous Prestressed Concrete Girder Bridges.

Degree: 2017, Texas A&M University

 When bridge spans exceed 45 m it is necessary to have modular construction methods to effectively join the segments in-span and form a continuous structure… (more)

Subjects/Keywords: In-span Splice; Prestressed Concrete; Precast Girder Bridge; Flexure-Shear Interaction; Compatibility Strut-and-tie; Experimental

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APA (6th Edition):

Baie, R. (2017). In-Span Splicing for Continuous Prestressed Concrete Girder Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161431

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):

Baie, Reza. “In-Span Splicing for Continuous Prestressed Concrete Girder Bridges.” 2017. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/161431.

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

MLA Handbook (7th Edition):

Baie, Reza. “In-Span Splicing for Continuous Prestressed Concrete Girder Bridges.” 2017. Web. 19 Jun 2019.

Vancouver:

Baie R. In-Span Splicing for Continuous Prestressed Concrete Girder Bridges. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/161431.

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

Council of Science Editors:

Baie R. In-Span Splicing for Continuous Prestressed Concrete Girder Bridges. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161431

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


Texas A&M University

10. Allard, Austin J. Vehicle-borne Autonomous Railroad Bridge Impairment Detection Systems.

Degree: PhD, Civil Engineering, 2017, Texas A&M University

 Timber railroad bridges have been exposed to increasingly large axle loadings accompanied by a steady increase in the amount of railcar traffic over the past… (more)

Subjects/Keywords: Impairment detection; timber railroad bridge; artificial neural networks

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APA (6th Edition):

Allard, A. J. (2017). Vehicle-borne Autonomous Railroad Bridge Impairment Detection Systems. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/165745

Chicago Manual of Style (16th Edition):

Allard, Austin J. “Vehicle-borne Autonomous Railroad Bridge Impairment Detection Systems.” 2017. Doctoral Dissertation, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/165745.

MLA Handbook (7th Edition):

Allard, Austin J. “Vehicle-borne Autonomous Railroad Bridge Impairment Detection Systems.” 2017. Web. 19 Jun 2019.

Vancouver:

Allard AJ. Vehicle-borne Autonomous Railroad Bridge Impairment Detection Systems. [Internet] [Doctoral dissertation]. Texas A&M University; 2017. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/165745.

Council of Science Editors:

Allard AJ. Vehicle-borne Autonomous Railroad Bridge Impairment Detection Systems. [Doctoral Dissertation]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/165745

11. Mohammed, Safiuddin Adil. Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges.

Degree: 2007, Texas A&M University

 This research study is aimed at assisting the Texas Department of Transportation (TxDOT) in making a transition from the use of the AASHTO Standard Specifications… (more)

Subjects/Keywords: Prestressed concrete bridge; AASHTO Type IV girders

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APA (6th Edition):

Mohammed, S. A. (2007). Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/4841

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):

Mohammed, Safiuddin Adil. “Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges.” 2007. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/4841.

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

MLA Handbook (7th Edition):

Mohammed, Safiuddin Adil. “Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges.” 2007. Web. 19 Jun 2019.

Vancouver:

Mohammed SA. Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges. [Internet] [Thesis]. Texas A&M University; 2007. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/4841.

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

Council of Science Editors:

Mohammed SA. Impact of AASHTO LRFD bridge design specifications on the design of Type C and AASHTO Type IV girder bridges. [Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/4841

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

12. Milligan, Ryan. Introduction to Critical Strain and a New Method for the Assessment of Mechanical Damage in Steel Line Pipe.

Degree: 2013, Texas A&M University

 The pipeline industry has conducted a vast amount of research on the subject of mechanical damage. Mechanical damage makes up a large portion of the… (more)

Subjects/Keywords: Critical Strain; Ductile Failure Damage Indicator; DFDI; Laser Scanner; Creaform; Mechanical Damage; Pipeline Inspection; 3D Laser Scanner

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APA (6th Edition):

Milligan, R. (2013). Introduction to Critical Strain and a New Method for the Assessment of Mechanical Damage in Steel Line Pipe. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151331

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):

Milligan, Ryan. “Introduction to Critical Strain and a New Method for the Assessment of Mechanical Damage in Steel Line Pipe.” 2013. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/151331.

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

MLA Handbook (7th Edition):

Milligan, Ryan. “Introduction to Critical Strain and a New Method for the Assessment of Mechanical Damage in Steel Line Pipe.” 2013. Web. 19 Jun 2019.

Vancouver:

Milligan R. Introduction to Critical Strain and a New Method for the Assessment of Mechanical Damage in Steel Line Pipe. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/151331.

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

Council of Science Editors:

Milligan R. Introduction to Critical Strain and a New Method for the Assessment of Mechanical Damage in Steel Line Pipe. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151331

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


Texas A&M University

13. Christian, Lee Conner. Thru-thickness bending stress distribution at elevated temperatures.

Degree: 2005, Texas A&M University

 During the bending of flange plate used for dapped girders some highway bridge fabricators are experiencing cracking of the flange plate particularly when heat is… (more)

Subjects/Keywords: Dapped Girders; Cracking; Strain; Residual Stress; heat assisted bending

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APA (6th Edition):

Christian, L. C. (2005). Thru-thickness bending stress distribution at elevated temperatures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2315

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):

Christian, Lee Conner. “Thru-thickness bending stress distribution at elevated temperatures.” 2005. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/2315.

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

MLA Handbook (7th Edition):

Christian, Lee Conner. “Thru-thickness bending stress distribution at elevated temperatures.” 2005. Web. 19 Jun 2019.

Vancouver:

Christian LC. Thru-thickness bending stress distribution at elevated temperatures. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/2315.

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

Council of Science Editors:

Christian LC. Thru-thickness bending stress distribution at elevated temperatures. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2315

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


Texas A&M University

14. Adnan, Mohsin. Impact of AASHTO LRFD specifications on the design of precast, pretensioned u-beam bridges.

Degree: 2006, Texas A&M University

Texas Department of Transportation (TxDOT) is currently designing its highway bridge structures using the AASHTO Standard Specifications for Highway Bridges, and it is expected that… (more)

Subjects/Keywords: U Beam; U54 Beam; Prestressed; Debonding; Finite Element Analysis; Grillage Analysis

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APA (6th Edition):

Adnan, M. (2006). Impact of AASHTO LRFD specifications on the design of precast, pretensioned u-beam bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3096

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):

Adnan, Mohsin. “Impact of AASHTO LRFD specifications on the design of precast, pretensioned u-beam bridges.” 2006. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/3096.

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

MLA Handbook (7th Edition):

Adnan, Mohsin. “Impact of AASHTO LRFD specifications on the design of precast, pretensioned u-beam bridges.” 2006. Web. 19 Jun 2019.

Vancouver:

Adnan M. Impact of AASHTO LRFD specifications on the design of precast, pretensioned u-beam bridges. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/3096.

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

Council of Science Editors:

Adnan M. Impact of AASHTO LRFD specifications on the design of precast, pretensioned u-beam bridges. [Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3096

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


Texas A&M University

15. Steele, John Phillip. Composite RCS frame systems: construction and peformance.

Degree: 2004, Texas A&M University

 The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in… (more)

Subjects/Keywords: RCS; constructability; cyclic loading; steel beam-slab system; joint strength; cruciform; inelastic analysis

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

APA (6th Edition):

Steele, J. P. (2004). Composite RCS frame systems: construction and peformance. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/181

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):

Steele, John Phillip. “Composite RCS frame systems: construction and peformance.” 2004. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/181.

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

MLA Handbook (7th Edition):

Steele, John Phillip. “Composite RCS frame systems: construction and peformance.” 2004. Web. 19 Jun 2019.

Vancouver:

Steele JP. Composite RCS frame systems: construction and peformance. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/181.

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

Council of Science Editors:

Steele JP. Composite RCS frame systems: construction and peformance. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/181

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


Texas A&M University

16. Richards, Jason Halbert. Turn-of-the-nut tightening of anchor bolts.

Degree: 2004, Texas A&M University

 Double-nut anchor bolt systems are used in the erection of traffic signal poles, high-mast luminaries, and other highway appurtenances. An absence of a tightening standard… (more)

Subjects/Keywords: turn-of-the-nut; bolt tightening; anchor bolts; preload; fatigue

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

APA (6th Edition):

Richards, J. H. (2004). Turn-of-the-nut tightening of anchor bolts. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/443

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):

Richards, Jason Halbert. “Turn-of-the-nut tightening of anchor bolts.” 2004. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/443.

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

MLA Handbook (7th Edition):

Richards, Jason Halbert. “Turn-of-the-nut tightening of anchor bolts.” 2004. Web. 19 Jun 2019.

Vancouver:

Richards JH. Turn-of-the-nut tightening of anchor bolts. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/443.

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

Council of Science Editors:

Richards JH. Turn-of-the-nut tightening of anchor bolts. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/443

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


Texas A&M University

17. Rinehart, Adam James. Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells.

Degree: 2004, Texas A&M University

 The influence of dent imperfections on the elastic stress behavior of cylindrical shells is explored. This problem is of central importance to the prediction of… (more)

Subjects/Keywords: pipeline dent fatigue; shell imperfections; equivalent load method; pipeline dent assessment; stress analysis; thin-shell theory

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

APA (6th Edition):

Rinehart, A. J. (2004). Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/37

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):

Rinehart, Adam James. “Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells.” 2004. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/37.

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

MLA Handbook (7th Edition):

Rinehart, Adam James. “Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells.” 2004. Web. 19 Jun 2019.

Vancouver:

Rinehart AJ. Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/37.

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

Council of Science Editors:

Rinehart AJ. Effects of localized geometric imperfections on the stress behavior of pressurized cylindrical shells. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/37

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


Texas A&M University

18. Powanusorn, Suraphong. Effect of confinement on shear dominated reinforced concrete elements.

Degree: 2005, Texas A&M University

 It has been demonstrated that transverse reinforcement not only provides the strength and stiffness for reinforced concrete (RC) members through direct resistance to external force… (more)

Subjects/Keywords: Confinement; Shear; Reinforced Concrete

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

APA (6th Edition):

Powanusorn, S. (2005). Effect of confinement on shear dominated reinforced concrete elements. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1315

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):

Powanusorn, Suraphong. “Effect of confinement on shear dominated reinforced concrete elements.” 2005. Thesis, Texas A&M University. Accessed June 19, 2019. http://hdl.handle.net/1969.1/1315.

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

MLA Handbook (7th Edition):

Powanusorn, Suraphong. “Effect of confinement on shear dominated reinforced concrete elements.” 2005. Web. 19 Jun 2019.

Vancouver:

Powanusorn S. Effect of confinement on shear dominated reinforced concrete elements. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Jun 19]. Available from: http://hdl.handle.net/1969.1/1315.

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

Council of Science Editors:

Powanusorn S. Effect of confinement on shear dominated reinforced concrete elements. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/1315

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

.