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You searched for +publisher:"Texas A&M University" +contributor:("Hueste, Mary Beth D"). Showing records 1 – 19 of 19 total matches.

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Texas A&M University

1. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Parchure A. Design of Continuous Prestressed Concrete Spliced Girder Bridges. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Jan 21]. 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

2. 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 January 21, 2020. 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. 21 Jan 2020.

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 2020 Jan 21]. 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

3. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Shastri AS. Computational Modeling of Conventionally Reinforced Concrete Coupling Beams. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Jan 21]. 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

4. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Bai JW. Seismic Fragility Analysis and Loss Estimation for Concrete Structures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Jan 21]. 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

5. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Peternell Altamira LE1. Stability-dependent Mass Isolation for Steel Buildings. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Jan 21]. 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

6. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Puls EM. A Framework for Historic Bridge Preservation. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Jan 21]. 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

7. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Murugesan Reddiar M. Experimental Performance and Modeling of ASR and DEF Deteriorated Structural Concrete Bridges. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 21]. 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

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Doctoral Dissertation, Texas A&M University. Accessed January 21, 2020. http://hdl.handle.net/1969.1/156429.

MLA Handbook (7th Edition):

Jiang, Dongqi. “Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures.” 2015. Web. 21 Jan 2020.

Vancouver:

Jiang D. Experiments, Analysis and Design Models for Slab on Prestressed Concrete Girder Bridge Structures. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1969.1/156429.

Council of Science Editors:

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


Texas A&M University

9. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Rahmani E. Continuum-Based Constitutive Modeling of Coupled Oxidative Aging-Mechanical Response of Asphalt Concrete. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 21]. 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

10. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Bai J. Seismic fragility and retrofitting for a reinforced concrete flat-slab structure. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2020 Jan 21]. 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

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 January 21, 2020. 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. 21 Jan 2020.

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 2020 Jan 21]. 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. 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 (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 January 21, 2020. 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. 21 Jan 2020.

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 2020 Jan 21]. 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

13. 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 (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 January 21, 2020. 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. 21 Jan 2020.

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 2020 Jan 21]. 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

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

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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Baie R. In-Span Splicing for Continuous Prestressed Concrete Girder Bridges. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2020 Jan 21]. 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

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

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 January 21, 2020. 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. 21 Jan 2020.

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 2020 Jan 21]. 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

16. Agarwal, Pranab. Conceptual design of long-span trusses using multi-stage heuristics.

Degree: 2006, Texas A&M University

 A hybrid method that addresses the design and optimization of long-span steel trusses is presented. By utilizing advancements in present day computing and biologically inspired… (more)

Subjects/Keywords: structural engineering; design and analysis; roof and bridge trusses; multi-objective genetic algorithms; heuristics; simulated annealing; reactive taboo search; unstructured problem domain; conceptual design

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

APA (6th Edition):

Agarwal, P. (2006). Conceptual design of long-span trusses using multi-stage heuristics. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3863

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):

Agarwal, Pranab. “Conceptual design of long-span trusses using multi-stage heuristics.” 2006. Thesis, Texas A&M University. Accessed January 21, 2020. http://hdl.handle.net/1969.1/3863.

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

MLA Handbook (7th Edition):

Agarwal, Pranab. “Conceptual design of long-span trusses using multi-stage heuristics.” 2006. Web. 21 Jan 2020.

Vancouver:

Agarwal P. Conceptual design of long-span trusses using multi-stage heuristics. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1969.1/3863.

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

Council of Science Editors:

Agarwal P. Conceptual design of long-span trusses using multi-stage heuristics. [Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3863

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


Texas A&M University

17. Cuadros Olave, Gladys. Evaluation of high strength concrete prestressed bridge girder design.

Degree: 2004, Texas A&M University

 This research study focuses on evaluating the design of HSC prestressed bridge girders. Specifically there were three major objectives. First, to determine the current state… (more)

Subjects/Keywords: High Strength; Concrete; Prestressed; Bridge; Girder; Design

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

APA (6th Edition):

Cuadros Olave, G. (2004). Evaluation of high strength concrete prestressed bridge girder design. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/208

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):

Cuadros Olave, Gladys. “Evaluation of high strength concrete prestressed bridge girder design.” 2004. Thesis, Texas A&M University. Accessed January 21, 2020. http://hdl.handle.net/1969.1/208.

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

MLA Handbook (7th Edition):

Cuadros Olave, Gladys. “Evaluation of high strength concrete prestressed bridge girder design.” 2004. Web. 21 Jan 2020.

Vancouver:

Cuadros Olave G. Evaluation of high strength concrete prestressed bridge girder design. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1969.1/208.

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

Council of Science Editors:

Cuadros Olave G. Evaluation of high strength concrete prestressed bridge girder design. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/208

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


Texas A&M University

18. Ramamoorthy, Sathish Kumar. Seismic fragility estimates for reinforced concrete framed buildings.

Degree: 2007, Texas A&M University

 Gravity load designed (GLD) reinforced concrete (RC) buildings represent a common type of construction in the Mid-America Region. These buildings have limited lateral resistance and… (more)

Subjects/Keywords: reinforced concrete; fragility

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

APA (6th Edition):

Ramamoorthy, S. K. (2007). Seismic fragility estimates for reinforced concrete framed buildings. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/4937

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):

Ramamoorthy, Sathish Kumar. “Seismic fragility estimates for reinforced concrete framed buildings.” 2007. Thesis, Texas A&M University. Accessed January 21, 2020. http://hdl.handle.net/1969.1/4937.

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

MLA Handbook (7th Edition):

Ramamoorthy, Sathish Kumar. “Seismic fragility estimates for reinforced concrete framed buildings.” 2007. Web. 21 Jan 2020.

Vancouver:

Ramamoorthy SK. Seismic fragility estimates for reinforced concrete framed buildings. [Internet] [Thesis]. Texas A&M University; 2007. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/1969.1/4937.

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

Council of Science Editors:

Ramamoorthy SK. Seismic fragility estimates for reinforced concrete framed buildings. [Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/4937

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


Texas A&M University

19. 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 January 21, 2020. 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. 21 Jan 2020.

Vancouver:

Powanusorn S. Effect of confinement on shear dominated reinforced concrete elements. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2020 Jan 21]. 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

.