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You searched for +publisher:"Texas A&M University" +contributor:("Hueste, Mary Beth"). Showing records 1 – 30 of 37 total matches.

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Texas A&M University

1. Petersen-Gauthier, Joel. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.

Degree: 2013, Texas A&M University

 Transverse load distribution behavior amongst bridge girders is influenced by many parameters including girder material properties, spacing, skew, deck design, and stiffening element interactions. In… (more)

Subjects/Keywords: Load Distribution Factors; Grillage; Slab Beam; Box Beam; Bridge Modeling

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APA (6th Edition):

Petersen-Gauthier, J. (2013). Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151393

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):

Petersen-Gauthier, Joel. “Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151393.

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

MLA Handbook (7th Edition):

Petersen-Gauthier, Joel. “Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.” 2013. Web. 12 Nov 2019.

Vancouver:

Petersen-Gauthier J. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151393.

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

Council of Science Editors:

Petersen-Gauthier J. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151393

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


Texas A&M University

2. Powell, Michael Joseph. Internal Polar Continuum Theories for Solid and Fluent Continua.

Degree: 2016, Texas A&M University

 Classical continuum theories are useful in the study of a variety of problems of engineering and applied sciences. However, the emergence of new materials has… (more)

Subjects/Keywords: Continuum Mechanics; Non-classical continuum mechanics; polar theory; rotations; rates of rotations

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APA (6th Edition):

Powell, M. J. (2016). Internal Polar Continuum Theories for Solid and Fluent Continua. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/159102

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):

Powell, Michael Joseph. “Internal Polar Continuum Theories for Solid and Fluent Continua.” 2016. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/159102.

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

MLA Handbook (7th Edition):

Powell, Michael Joseph. “Internal Polar Continuum Theories for Solid and Fluent Continua.” 2016. Web. 12 Nov 2019.

Vancouver:

Powell MJ. Internal Polar Continuum Theories for Solid and Fluent Continua. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/159102.

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

Council of Science Editors:

Powell MJ. Internal Polar Continuum Theories for Solid and Fluent Continua. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/159102

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


Texas A&M University

3. Kueht, Erin. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.

Degree: 2009, Texas A&M University

 The close proximity to the New Madrid Seismic Zone and the significant population and infrastructure presents a potentially substantial risk for central U.S. cities such… (more)

Subjects/Keywords: seismic; reinforced concrete; Central U.S.

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APA (6th Edition):

Kueht, E. (2009). Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1462

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):

Kueht, Erin. “Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.” 2009. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1462.

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

MLA Handbook (7th Edition):

Kueht, Erin. “Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building.” 2009. Web. 12 Nov 2019.

Vancouver:

Kueht E. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1462.

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

Council of Science Editors:

Kueht E. Impact of seismic code provisions in the central U.S.: a performance evaluation of a reinforced concrete building. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1462

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


Texas A&M University

4. Ettehad, Mahmood. Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels.

Degree: 2013, Texas A&M University

 This thesis is devoted to the numerical investigation of mechanical behavior of Dual phase (DP) steels. Such grade of advanced high strength steels (AHSS) is… (more)

Subjects/Keywords: Advanced High Strength Steels; Dual Phase Steels; Size Effect; Interface Effect; Gradient Plasticity; Nonlocal Plasticity

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APA (6th Edition):

Ettehad, M. (2013). Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149311

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):

Ettehad, Mahmood. “Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/149311.

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

MLA Handbook (7th Edition):

Ettehad, Mahmood. “Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels.” 2013. Web. 12 Nov 2019.

Vancouver:

Ettehad M. Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/149311.

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

Council of Science Editors:

Ettehad M. Analysis of Particle Size and Interface Effects on the Strength and Ductility of Advanced High Strength Steels. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149311

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


Texas A&M University

5. Ortiz, Laura Marie. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.

Degree: 2013, Texas A&M University

 Historic bridges are an important part of the nation's infrastructure. However, many historic bridges are not being maintained to a level that will ensure their… (more)

Subjects/Keywords: bridge; rehabilitation; historic

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APA (6th Edition):

Ortiz, L. M. (2013). Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149606

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):

Ortiz, Laura Marie. “Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/149606.

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

MLA Handbook (7th Edition):

Ortiz, Laura Marie. “Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge.” 2013. Web. 12 Nov 2019.

Vancouver:

Ortiz LM. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/149606.

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

Council of Science Editors:

Ortiz LM. Rehabilitation Techniques and Assessment of a Historic Reinforced Concrete Variable Depth Girder Bridge. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149606

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


Texas A&M University

6. You, Taesun. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.

Degree: 2013, Texas A&M University

 The main objective of this study is to develop and validate a framework for microstructural modeling of asphalt composite materials using a coupled thermo-viscoelastic, thermo-viscoplastic,… (more)

Subjects/Keywords: Microstructural modeling; Damage mechanics; Finite Element Analysis; Asphalt concrete

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APA (6th Edition):

You, T. (2013). Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151325

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):

You, Taesun. “Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151325.

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

MLA Handbook (7th Edition):

You, Taesun. “Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model.” 2013. Web. 12 Nov 2019.

Vancouver:

You T. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151325.

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

Council of Science Editors:

You T. Two- and Three-Dimensional Microstructural Modeling of Asphalt Particulate Composite Materials using a Unified Viscoelastic-Viscoplastic-Viscodamage Constitutive Model. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151325

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


Texas A&M University

7. Parchure, Akshay. Design of Continuous Prestressed Concrete Spliced Girder Bridges.

Degree: 2013, Texas A&M University

 Traditionally, prestressed concrete girder bridges are limited to 150 ft span lengths in Texas due to restrictions on handling and transportation. An effective way of… (more)

Subjects/Keywords: Bridge; Structures

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APA (6th Edition):

Parchure, A. (2013). Design of Continuous Prestressed Concrete Spliced Girder Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151369

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):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151369.

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

MLA Handbook (7th Edition):

Parchure, Akshay. “Design of Continuous Prestressed Concrete Spliced Girder Bridges.” 2013. Web. 12 Nov 2019.

Vancouver:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151369.

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

Council of Science Editors:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151369

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


Texas A&M University

8. Prouty, Jennifer. Sustainable and Durable Infrastructure with Advanced Construction Materials.

Degree: 2014, Texas A&M University

 Two experimental prestressed concrete bridge girder projects focus on the use of advanced materials including Aramid fiber reinforced polymers (AFRP) bars and self-consolidating concrete (SCC).… (more)

Subjects/Keywords: self-consolidating concrete

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APA (6th Edition):

Prouty, J. (2014). Sustainable and Durable Infrastructure with Advanced Construction Materials. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153614

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):

Prouty, Jennifer. “Sustainable and Durable Infrastructure with Advanced Construction Materials.” 2014. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/153614.

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

MLA Handbook (7th Edition):

Prouty, Jennifer. “Sustainable and Durable Infrastructure with Advanced Construction Materials.” 2014. Web. 12 Nov 2019.

Vancouver:

Prouty J. Sustainable and Durable Infrastructure with Advanced Construction Materials. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/153614.

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

Council of Science Editors:

Prouty J. Sustainable and Durable Infrastructure with Advanced Construction Materials. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153614

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


Texas A&M University

9. Sarremejane, Tristan. Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder.

Degree: 2014, Texas A&M University

 A precast prestressed concrete girder using in-span splices to extend the span length is constructed to investigate performance under service and ultimate load conditions. Continuity… (more)

Subjects/Keywords: Prestress; creep; SCC; post-tensioning; pretensioning; creep frames; shrinkage

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APA (6th Edition):

Sarremejane, T. (2014). Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154106

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):

Sarremejane, Tristan. “Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder.” 2014. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/154106.

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

MLA Handbook (7th Edition):

Sarremejane, Tristan. “Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder.” 2014. Web. 12 Nov 2019.

Vancouver:

Sarremejane T. Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/154106.

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

Council of Science Editors:

Sarremejane T. Analysis of Short and Long Term Deformations in a Continuous Precast Prestressed Concrete Girder. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154106

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


Texas A&M University

10. Terzioglu, Tevfik. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.

Degree: 2015, Texas A&M University

 The Texas Department of Transportation (TxDOT) uses precast prestressed concrete slab beam bridges in a side-by-side configuration for short span bridges in low clearance areas.… (more)

Subjects/Keywords: Precast Prestressed Concrete; Bridge Girders; Spread Slab Beams; Load Distribution Factors

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APA (6th Edition):

Terzioglu, T. (2015). Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156387

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):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/156387.

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

MLA Handbook (7th Edition):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Web. 12 Nov 2019.

Vancouver:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/156387.

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

Council of Science Editors:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156387

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


Texas A&M University

11. Pirayeh Gar, Shobeir. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.

Degree: 2012, Texas A&M University

 During the last 70 years, corrosion-induced deterioration of bridge concrete decks has resulted in replacement and repair of the deck and a serious need for… (more)

Subjects/Keywords: Corrosion; Bridge Deck; Prestressed Slab; Precast Panel; AFRP

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APA (6th Edition):

Pirayeh Gar, S. (2012). Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158894

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):

Pirayeh Gar, Shobeir. “Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.” 2012. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/158894.

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

MLA Handbook (7th Edition):

Pirayeh Gar, Shobeir. “Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.” 2012. Web. 12 Nov 2019.

Vancouver:

Pirayeh Gar S. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/158894.

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

Council of Science Editors:

Pirayeh Gar S. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/158894

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


Texas A&M University

12. Kim, Jinseok. A Non-Local Third Order Theory of Functionally Graded Plates Under Electromechanical Coupling Effect.

Degree: 2017, Texas A&M University

 In this research, a general nonlinear third-order plate theory has been developed using the principle of virtual displacements. The developed theory is based on geometric… (more)

Subjects/Keywords: Third-order shear deformation plate theory; functionally graded materials; piezoelectric materials; modi ed couple stress theory; geometric nonlinearity

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APA (6th Edition):

Kim, J. (2017). A Non-Local Third Order Theory of Functionally Graded Plates Under Electromechanical Coupling Effect. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161273

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):

Kim, Jinseok. “A Non-Local Third Order Theory of Functionally Graded Plates Under Electromechanical Coupling Effect.” 2017. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/161273.

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

MLA Handbook (7th Edition):

Kim, Jinseok. “A Non-Local Third Order Theory of Functionally Graded Plates Under Electromechanical Coupling Effect.” 2017. Web. 12 Nov 2019.

Vancouver:

Kim J. A Non-Local Third Order Theory of Functionally Graded Plates Under Electromechanical Coupling Effect. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/161273.

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

Council of Science Editors:

Kim J. A Non-Local Third Order Theory of Functionally Graded Plates Under Electromechanical Coupling Effect. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161273

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


Texas A&M University

13. 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 November 12, 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. 12 Nov 2019.

Vancouver:

Baie R. In-Span Splicing for Continuous Prestressed Concrete Girder Bridges. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Nov 12]. 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

14. Pillai Gopalakrishnan, Radhakris. Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges.

Degree: 2010, Texas A&M University

 In post-tensioned (PT) bridges, prestressing steel tendons are the major load carrying components. These tendons consist of strands, ducts, and cementitious grout that fill the… (more)

Subjects/Keywords: electrochemical; corrosion; strand; chloride; segmental; bridges; structural; reliability; durability; long-term performance; probabilistic; tendon; void; post-tensioned; post-tensioning; prestress

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APA (6th Edition):

Pillai Gopalakrishnan, R. (2010). Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-748

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):

Pillai Gopalakrishnan, Radhakris. “Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges.” 2010. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-748.

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

MLA Handbook (7th Edition):

Pillai Gopalakrishnan, Radhakris. “Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges.” 2010. Web. 12 Nov 2019.

Vancouver:

Pillai Gopalakrishnan R. Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-748.

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

Council of Science Editors:

Pillai Gopalakrishnan R. Electrochemical characterization and time-variant structural reliability assessment of post-tensioned, segmental concrete bridges. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-748

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


Texas A&M University

15. Shastri, Ajay Seshadri. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams.

Degree: 2012, Texas A&M University

 Coupling beams are structural elements used to connect two or more shear walls. The most common material used in the construction of coupling beam is… (more)

Subjects/Keywords: Concrete Coupling Beams; Computational Modeling; Damage Plasticity Model; ABAQUS

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APA (6th Edition):

Shastri, A. S. (2012). Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942

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):

Shastri, Ajay Seshadri. “Computational Modeling of Conventionally Reinforced Concrete Coupling Beams.” 2012. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942.

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

MLA Handbook (7th Edition):

Shastri, Ajay Seshadri. “Computational Modeling of Conventionally Reinforced Concrete Coupling Beams.” 2012. Web. 12 Nov 2019.

Vancouver:

Shastri AS. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942.

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

Council of Science Editors:

Shastri AS. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8942

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


Texas A&M University

16. Bai, Jong Wha. Seismic Fragility Analysis and Loss Estimation for Concrete Structures.

Degree: 2012, Texas A&M University

 The main objective of this study is to develop a methodology to assess seismic vulnerability of concrete structures and to estimate direct losses related to… (more)

Subjects/Keywords: Seismic fragility analysis; Loss estimation; Seismic performance evaluation; Concrete structures

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APA (6th Edition):

Bai, J. W. (2012). Seismic Fragility Analysis and Loss Estimation for Concrete Structures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665

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):

Bai, Jong Wha. “Seismic Fragility Analysis and Loss Estimation for Concrete Structures.” 2012. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665.

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

MLA Handbook (7th Edition):

Bai, Jong Wha. “Seismic Fragility Analysis and Loss Estimation for Concrete Structures.” 2012. Web. 12 Nov 2019.

Vancouver:

Bai JW. Seismic Fragility Analysis and Loss Estimation for Concrete Structures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665.

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

Council of Science Editors:

Bai JW. Seismic Fragility Analysis and Loss Estimation for Concrete Structures. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10665

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


Texas A&M University

17. Peternell Altamira, Luis E 1981-. Stability-dependent Mass Isolation for Steel Buildings.

Degree: 2012, Texas A&M University

 A new seismic isolation system for steel building structures based on the principle of mass isolation is introduced. In this system, isolating interfaces are placed… (more)

Subjects/Keywords: passive control of buildings; earthquake-resisting systems; seismic response control; building systems; mass isolation; Seismic isolation

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APA (6th Edition):

Peternell Altamira, L. E. 1. (2012). Stability-dependent Mass Isolation for Steel Buildings. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148042

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):

Peternell Altamira, Luis E 1981-. “Stability-dependent Mass Isolation for Steel Buildings.” 2012. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/148042.

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

MLA Handbook (7th Edition):

Peternell Altamira, Luis E 1981-. “Stability-dependent Mass Isolation for Steel Buildings.” 2012. Web. 12 Nov 2019.

Vancouver:

Peternell Altamira LE1. Stability-dependent Mass Isolation for Steel Buildings. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/148042.

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

Council of Science Editors:

Peternell Altamira LE1. Stability-dependent Mass Isolation for Steel Buildings. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148042

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


Texas A&M University

18. Puls, Eric Mark. A Framework for Historic Bridge Preservation.

Degree: 2013, Texas A&M University

 In an inevitably occurring process, bridges possessing historic, artistic, and engineering significance deteriorate and must be maintained and rehabilitated in order to be kept in… (more)

Subjects/Keywords: Historic bridges; preservation; resource allocation

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APA (6th Edition):

Puls, E. M. (2013). A Framework for Historic Bridge Preservation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151260

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):

Puls, Eric Mark. “A Framework for Historic Bridge Preservation.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151260.

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

MLA Handbook (7th Edition):

Puls, Eric Mark. “A Framework for Historic Bridge Preservation.” 2013. Web. 12 Nov 2019.

Vancouver:

Puls EM. A Framework for Historic Bridge Preservation. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151260.

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

Council of Science Editors:

Puls EM. A Framework for Historic Bridge Preservation. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151260

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


Texas A&M University

19. Arastoo, Mahsa. Modeling Micro-Damage Healing Mechanism at Micro-Scale.

Degree: 2013, Texas A&M University

 This thesis demonstrates the effect of micro-damage healing on stress and displacement fields in the vicinity of a crack tip in the material that tend… (more)

Subjects/Keywords: Micro damage healing

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APA (6th Edition):

Arastoo, M. (2013). Modeling Micro-Damage Healing Mechanism at Micro-Scale. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151281

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):

Arastoo, Mahsa. “Modeling Micro-Damage Healing Mechanism at Micro-Scale.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151281.

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

MLA Handbook (7th Edition):

Arastoo, Mahsa. “Modeling Micro-Damage Healing Mechanism at Micro-Scale.” 2013. Web. 12 Nov 2019.

Vancouver:

Arastoo M. Modeling Micro-Damage Healing Mechanism at Micro-Scale. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151281.

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

Council of Science Editors:

Arastoo M. Modeling Micro-Damage Healing Mechanism at Micro-Scale. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151281

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


Texas A&M University

20. Johnson, Carol Faye. Concrete Masonry Wall Retrofit Systems for Blast Protection.

Degree: 2013, Texas A&M University

 The increased threat against government and public facilities in the United States and abroad has highlighted the need to provide an economic and efficient method… (more)

Subjects/Keywords: Concrete Masonry Units; CMU; Retrofit; Upgrade; Elastomer; Debris Hazard; Concrete Blocks; Dynamic Load; Cinder Blocks, Single-Degree-of-Freedom

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APA (6th Edition):

Johnson, C. F. (2013). Concrete Masonry Wall Retrofit Systems for Blast Protection. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151905

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):

Johnson, Carol Faye. “Concrete Masonry Wall Retrofit Systems for Blast Protection.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151905.

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

MLA Handbook (7th Edition):

Johnson, Carol Faye. “Concrete Masonry Wall Retrofit Systems for Blast Protection.” 2013. Web. 12 Nov 2019.

Vancouver:

Johnson CF. Concrete Masonry Wall Retrofit Systems for Blast Protection. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151905.

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

Council of Science Editors:

Johnson CF. Concrete Masonry Wall Retrofit Systems for Blast Protection. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151905

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


Texas A&M University

21. Murugesan Reddiar, Madhu. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges.

Degree: 2015, Texas A&M University

 Severe concrete cracking and ensuing deterioration caused by ASR/DEF expansion strains in bridge piers is a major concern for state transportation officials. A dual experimental… (more)

Subjects/Keywords: Alkali Silica Reaction; Delayed Ettringite Formation; ASR/DEF Deterioration; Compatibility Strut-and-Tie Modeling; Force-deformation modeling; Reinforced Concrete

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APA (6th Edition):

Murugesan Reddiar, M. (2015). Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155382

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):

Murugesan Reddiar, Madhu. “Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges.” 2015. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/155382.

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

MLA Handbook (7th Edition):

Murugesan Reddiar, Madhu. “Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges.” 2015. Web. 12 Nov 2019.

Vancouver:

Murugesan Reddiar M. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/155382.

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

Council of Science Editors:

Murugesan Reddiar M. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155382

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


Texas A&M University

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

Degree: 2015, Texas A&M University

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

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

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APA (6th Edition):

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

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):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/156429.

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

MLA Handbook (7th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Web. 12 Nov 2019.

Vancouver:

Jiang D. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/156429.

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

Council of Science Editors:

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

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


Texas A&M University

23. Rahmani, Eisa. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.

Degree: 2015, Texas A&M University

 Oxidative aging is known to be one of the main contributors to reducing the service life of asphalt pavements. Asphalt concrete becomes stiffer and more… (more)

Subjects/Keywords: Oxidative aging; Asphalt concrete; Continuum Damage Mechanics; Constitutive modeling; Viscoelasticity; Viscoplasticity; Viscodamage; Fatigue damage

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APA (6th Edition):

Rahmani, E. (2015). Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155201

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):

Rahmani, Eisa. “Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.” 2015. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/155201.

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

MLA Handbook (7th Edition):

Rahmani, Eisa. “Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete.” 2015. Web. 12 Nov 2019.

Vancouver:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/155201.

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

Council of Science Editors:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155201

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

24. Brown, Laura Ann. Assessment of seismic risk for subsea production systems in the Gulf of Mexico.

Degree: 2004, Texas A&M University

 The number of subsea production systems placed in deepwater locations in the Gulf of Mexico (GOM) has increased significantly in the last ten to fifteen… (more)

Subjects/Keywords: seismic risk; earthquake; subsea; Gulf of Mexico

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APA (6th Edition):

Brown, L. A. (2004). Assessment of seismic risk for subsea production systems in the Gulf of Mexico. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/30

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, Laura Ann. “Assessment of seismic risk for subsea production systems in the Gulf of Mexico.” 2004. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/30.

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

MLA Handbook (7th Edition):

Brown, Laura Ann. “Assessment of seismic risk for subsea production systems in the Gulf of Mexico.” 2004. Web. 12 Nov 2019.

Vancouver:

Brown LA. Assessment of seismic risk for subsea production systems in the Gulf of Mexico. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/30.

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

Council of Science Editors:

Brown LA. Assessment of seismic risk for subsea production systems in the Gulf of Mexico. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/30

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

25. Bai, Jong-Wha. Seismic fragility and retrofitting for a reinforced concrete flat-slab structure.

Degree: 2004, Texas A&M University

 The effectiveness of seismic retrofitting applied to enhance seismic performance was assessed for a five-story reinforced concrete (RC) flat-slab building structure in the central United… (more)

Subjects/Keywords: slab; nonlinear analysis; push-over; performance; seismic; frames; reinforced concrete; FEMA 356; DRAIN-2DM; ZEUS-NL; fragility; retrofit; vulnerability; intervention

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APA (6th Edition):

Bai, J. (2004). Seismic fragility and retrofitting for a reinforced concrete flat-slab structure. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/521

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):

Bai, Jong-Wha. “Seismic fragility and retrofitting for a reinforced concrete flat-slab structure.” 2004. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/521.

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

MLA Handbook (7th Edition):

Bai, Jong-Wha. “Seismic fragility and retrofitting for a reinforced concrete flat-slab structure.” 2004. Web. 12 Nov 2019.

Vancouver:

Bai J. Seismic fragility and retrofitting for a reinforced concrete flat-slab structure. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/521.

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

Council of Science Editors:

Bai J. Seismic fragility and retrofitting for a reinforced concrete flat-slab structure. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/521

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

26. 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 November 12, 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. 12 Nov 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 Nov 12]. 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

27. Heydarkhan Tehrani, Ardeshir. Microstructure-based Computational Modeling of the Mechanical Behavior of Polymer Micro/Nano-composites.

Degree: 2013, Texas A&M University

 This dissertation is devoted to the virtual investigation of the mechanical behavior of micro/nano polymer composites (MNPCs). Advanced composite materials are favored by the automotive… (more)

Subjects/Keywords: Polymer; Viscoelastic; Viscoplastic; Viscodamage; micro/nano composites

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APA (6th Edition):

Heydarkhan Tehrani, A. (2013). Microstructure-based Computational Modeling of the Mechanical Behavior of Polymer Micro/Nano-composites. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151647

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):

Heydarkhan Tehrani, Ardeshir. “Microstructure-based Computational Modeling of the Mechanical Behavior of Polymer Micro/Nano-composites.” 2013. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/151647.

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

MLA Handbook (7th Edition):

Heydarkhan Tehrani, Ardeshir. “Microstructure-based Computational Modeling of the Mechanical Behavior of Polymer Micro/Nano-composites.” 2013. Web. 12 Nov 2019.

Vancouver:

Heydarkhan Tehrani A. Microstructure-based Computational Modeling of the Mechanical Behavior of Polymer Micro/Nano-composites. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/151647.

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

Council of Science Editors:

Heydarkhan Tehrani A. Microstructure-based Computational Modeling of the Mechanical Behavior of Polymer Micro/Nano-composites. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151647

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

28. McCoy, Katlyn Mae. Non-Destructive Evaluation of Bridge Stay Cable and External Post-Tensioning Systems.

Degree: 2014, Texas A&M University

 Non-destructive evaluation (NDE) of bridge stay cable and external post-tensioning (PT) systems is an essential tool to thorough bridge inspections and also eliminates any necessary… (more)

Subjects/Keywords: external post-tensioning; stay cable; non-destructive evaluation; bridge inspection; borescope; sounding; ground penetrating radar; infrared thermography; ultrasonic tomography; voids; corrosion; electrolytic corrosion cell

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APA (6th Edition):

McCoy, K. M. (2014). Non-Destructive Evaluation of Bridge Stay Cable and External Post-Tensioning Systems. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153916

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):

McCoy, Katlyn Mae. “Non-Destructive Evaluation of Bridge Stay Cable and External Post-Tensioning Systems.” 2014. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/153916.

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

MLA Handbook (7th Edition):

McCoy, Katlyn Mae. “Non-Destructive Evaluation of Bridge Stay Cable and External Post-Tensioning Systems.” 2014. Web. 12 Nov 2019.

Vancouver:

McCoy KM. Non-Destructive Evaluation of Bridge Stay Cable and External Post-Tensioning Systems. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/153916.

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

Council of Science Editors:

McCoy KM. Non-Destructive Evaluation of Bridge Stay Cable and External Post-Tensioning Systems. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153916

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

29. Kim, Young Hoon. Characterization of Self-Consolidating Concrete for the Design of Precast, Pretensioned Bridge Superstructure Elements.

Degree: 2010, Texas A&M University

 Self-consolidating concrete (SCC) is a new, innovative construction material that can be placed into forms without the need for mechanical vibration. The mixture proportions are… (more)

Subjects/Keywords: Bridge Structure; Self-Consolidating Concrete; Precast, Prestressed Concrete; AASHTO LRFD Specifications; Bridge Design

Page 1 Page 2 Page 3 Page 4 Page 5

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

APA (6th Edition):

Kim, Y. H. (2010). Characterization of Self-Consolidating Concrete for the Design of Precast, Pretensioned Bridge Superstructure Elements. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-134

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):

Kim, Young Hoon. “Characterization of Self-Consolidating Concrete for the Design of Precast, Pretensioned Bridge Superstructure Elements.” 2010. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-134.

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

MLA Handbook (7th Edition):

Kim, Young Hoon. “Characterization of Self-Consolidating Concrete for the Design of Precast, Pretensioned Bridge Superstructure Elements.” 2010. Web. 12 Nov 2019.

Vancouver:

Kim YH. Characterization of Self-Consolidating Concrete for the Design of Precast, Pretensioned Bridge Superstructure Elements. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-134.

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

Council of Science Editors:

Kim YH. Characterization of Self-Consolidating Concrete for the Design of Precast, Pretensioned Bridge Superstructure Elements. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-134

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

30. Sabz, Arash. Nondestructive Level III Damage Evaluation and System Identification in Structures Based on the Rate of the Total Energy.

Degree: 2015, Texas A&M University

 Nondestructive damage detection methods provide beneficiary bases for planning an economical maintenance program for structures. Economically, detecting and repairing structural damages in their initial stage… (more)

Subjects/Keywords: Damage Evaluation; Energy Rate; Isolated Structures; Nondestructive damage detection; System Identification

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

APA (6th Edition):

Sabz, A. (2015). Nondestructive Level III Damage Evaluation and System Identification in Structures Based on the Rate of the Total Energy. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155085

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):

Sabz, Arash. “Nondestructive Level III Damage Evaluation and System Identification in Structures Based on the Rate of the Total Energy.” 2015. Thesis, Texas A&M University. Accessed November 12, 2019. http://hdl.handle.net/1969.1/155085.

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

MLA Handbook (7th Edition):

Sabz, Arash. “Nondestructive Level III Damage Evaluation and System Identification in Structures Based on the Rate of the Total Energy.” 2015. Web. 12 Nov 2019.

Vancouver:

Sabz A. Nondestructive Level III Damage Evaluation and System Identification in Structures Based on the Rate of the Total Energy. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 12]. Available from: http://hdl.handle.net/1969.1/155085.

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

Council of Science Editors:

Sabz A. Nondestructive Level III Damage Evaluation and System Identification in Structures Based on the Rate of the Total Energy. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155085

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

[1] [2]

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