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You searched for +publisher:"Texas A&M University" +contributor:("Roesset, Jose M."). Showing records 1 – 20 of 20 total matches.

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Texas A&M University

1. Zhong, Jinquan. Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents.

Degree: 2009, Texas A&M University

 To assess the losses associated with future earthquakes, seismic vulnerability functions are commonly used to correlate the damage or loss of a structure to the… (more)

Subjects/Keywords: Fragility; Two-column bents; Bayesian Analysis; Structural reliability; Probabilistic demand models; Corrosion

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APA (6th Edition):

Zhong, J. (2009). Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-3143

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):

Zhong, Jinquan. “Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents.” 2009. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-3143.

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

MLA Handbook (7th Edition):

Zhong, Jinquan. “Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents.” 2009. Web. 19 Oct 2019.

Vancouver:

Zhong J. Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3143.

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

Council of Science Editors:

Zhong J. Seismic fragility estimates for corroded reinforced concrete bridge structures with two-column bents. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3143

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


Texas A&M University

2. Murali, Madhuri. Characterization of Gulf of Mexico Clay Using Automated Triaxial Testing.

Degree: 2012, Texas A&M University

 With increasing development in the oil and gas industry, exploration and production is continuously moving deeper off the continental shelf and onto the continental slopes.… (more)

Subjects/Keywords: Triaxial testing; Ko consolidation; marine clay

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APA (6th Edition):

Murali, M. (2012). Characterization of Gulf of Mexico Clay Using Automated Triaxial Testing. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10498

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):

Murali, Madhuri. “Characterization of Gulf of Mexico Clay Using Automated Triaxial Testing.” 2012. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10498.

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

MLA Handbook (7th Edition):

Murali, Madhuri. “Characterization of Gulf of Mexico Clay Using Automated Triaxial Testing.” 2012. Web. 19 Oct 2019.

Vancouver:

Murali M. Characterization of Gulf of Mexico Clay Using Automated Triaxial Testing. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10498.

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

Council of Science Editors:

Murali M. Characterization of Gulf of Mexico Clay Using Automated Triaxial Testing. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10498

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


Texas A&M University

3. Nouri, Hamid Reza. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.

Degree: 2013, Texas A&M University

 The emphasis of this dissertation is on using numerical and plasticity based methods to study two main areas of offshore geotechnics. The first part of… (more)

Subjects/Keywords: offshore geotechnics; plate anchors; shallow foundation; bearing capacity; offshore geohazards; submarine landslide; constitutive modelling; cyclic and monotonic loading; clays

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APA (6th Edition):

Nouri, H. R. (2013). Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149513

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):

Nouri, Hamid Reza. “Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.” 2013. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/149513.

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

MLA Handbook (7th Edition):

Nouri, Hamid Reza. “Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.” 2013. Web. 19 Oct 2019.

Vancouver:

Nouri HR. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/149513.

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

Council of Science Editors:

Nouri HR. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149513

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


Texas A&M University

4. Unnikrishnan, Vinu Unnithan. Multiscale analysis of nanocomposite and nanofibrous structures.

Degree: 2009, Texas A&M University

 The overall goal of the present research is to provide a computationally based methodology to realize the projected extraordinary properties of Carbon Nanotube (CNT)- reinforced… (more)

Subjects/Keywords: Carbon Nanotubes; Nanocomposites; Molecular Dynamics; Functionalized nanotubes; micromechanics; Homogenization Methods; Nanofibers; Higher order finite element methods

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APA (6th Edition):

Unnikrishnan, V. U. (2009). Multiscale analysis of nanocomposite and nanofibrous structures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1469

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):

Unnikrishnan, Vinu Unnithan. “Multiscale analysis of nanocomposite and nanofibrous structures.” 2009. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1469.

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

MLA Handbook (7th Edition):

Unnikrishnan, Vinu Unnithan. “Multiscale analysis of nanocomposite and nanofibrous structures.” 2009. Web. 19 Oct 2019.

Vancouver:

Unnikrishnan VU. Multiscale analysis of nanocomposite and nanofibrous structures. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1469.

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

Council of Science Editors:

Unnikrishnan VU. Multiscale analysis of nanocomposite and nanofibrous structures. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1469

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


Texas A&M University

5. Wang, Yue. Studies on Hazard Characterization for Performance-based Structural Design.

Degree: 2010, Texas A&M University

 Performance-based engineering (PBE) requires advances in hazard characterization, structural modeling, and nonlinear analysis techniques to fully and efficiently develop the fragility expressions and other tools… (more)

Subjects/Keywords: hazard; risk; hurricane; wind speed; storm size; simulation; performance-based engineering; surge; wind-surge model; Texas; direct displacement design; seismic design; wood-frame structures

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APA (6th Edition):

Wang, Y. (2010). Studies on Hazard Characterization for Performance-based Structural Design. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7742

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):

Wang, Yue. “Studies on Hazard Characterization for Performance-based Structural Design.” 2010. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7742.

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

MLA Handbook (7th Edition):

Wang, Yue. “Studies on Hazard Characterization for Performance-based Structural Design.” 2010. Web. 19 Oct 2019.

Vancouver:

Wang Y. Studies on Hazard Characterization for Performance-based Structural Design. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7742.

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

Council of Science Editors:

Wang Y. Studies on Hazard Characterization for Performance-based Structural Design. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7742

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


Texas A&M University

6. Payette, Gregory. Spectral/hp Finite Element Models for Fluids and Structures.

Degree: 2012, Texas A&M University

 We consider the application of high-order spectral/hp finite element technology to the numerical solution of boundary-value problems arising in the fields of fluid and solid… (more)

Subjects/Keywords: Finite elements; Spectral approximations; Least-squares; Incompressible flow; Shear-deformable beams and shells; Viscoelasticity

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APA (6th Edition):

Payette, G. (2012). Spectral/hp Finite Element Models for Fluids and Structures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10962

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):

Payette, Gregory. “Spectral/hp Finite Element Models for Fluids and Structures.” 2012. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10962.

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

MLA Handbook (7th Edition):

Payette, Gregory. “Spectral/hp Finite Element Models for Fluids and Structures.” 2012. Web. 19 Oct 2019.

Vancouver:

Payette G. Spectral/hp Finite Element Models for Fluids and Structures. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10962.

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

Council of Science Editors:

Payette G. Spectral/hp Finite Element Models for Fluids and Structures. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10962

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


Texas A&M University

7. Sawant, Sourabh P. A Multi-scale Framework for Thermo-viscoelastic Analysis of Fiber Metal Laminates.

Degree: 2010, Texas A&M University

 Fiber Metal Laminates (FML) are hybrid composites with alternate layers of orthotropic fiber reinforced polymers (FRP) and isotropic metal alloys. FML can exhibit a nonlinear… (more)

Subjects/Keywords: Fiber Metal Laminates; Viscoelasticity; Multi-scale framework, Homogenization

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APA (6th Edition):

Sawant, S. P. (2010). A Multi-scale Framework for Thermo-viscoelastic Analysis of Fiber Metal Laminates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-224

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):

Sawant, Sourabh P. “A Multi-scale Framework for Thermo-viscoelastic Analysis of Fiber Metal Laminates.” 2010. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-224.

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

MLA Handbook (7th Edition):

Sawant, Sourabh P. “A Multi-scale Framework for Thermo-viscoelastic Analysis of Fiber Metal Laminates.” 2010. Web. 19 Oct 2019.

Vancouver:

Sawant SP. A Multi-scale Framework for Thermo-viscoelastic Analysis of Fiber Metal Laminates. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-224.

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

Council of Science Editors:

Sawant SP. A Multi-scale Framework for Thermo-viscoelastic Analysis of Fiber Metal Laminates. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-224

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


Texas A&M University

8. Baik, Jaeyong. Automated Detection of Cracked Railway Axle Journals Using an Ultrasonic Phased Array Technique.

Degree: 2014, Texas A&M University

 Railway vehicle axles experience fatigue behavior. This has become a critical issue considering both the increased loads and speeds of railway vehicles. The failure of… (more)

Subjects/Keywords: Ultrasonic Phased Array; Air-coupled Ultrasonic

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APA (6th Edition):

Baik, J. (2014). Automated Detection of Cracked Railway Axle Journals Using an Ultrasonic Phased Array Technique. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/153351

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):

Baik, Jaeyong. “Automated Detection of Cracked Railway Axle Journals Using an Ultrasonic Phased Array Technique.” 2014. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/153351.

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

MLA Handbook (7th Edition):

Baik, Jaeyong. “Automated Detection of Cracked Railway Axle Journals Using an Ultrasonic Phased Array Technique.” 2014. Web. 19 Oct 2019.

Vancouver:

Baik J. Automated Detection of Cracked Railway Axle Journals Using an Ultrasonic Phased Array Technique. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/153351.

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

Council of Science Editors:

Baik J. Automated Detection of Cracked Railway Axle Journals Using an Ultrasonic Phased Array Technique. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/153351

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

9. Ahn, Jaehun. In situ determination of dynamic soil properties under an excited surface foundation.

Degree: 2009, Texas A&M University

 The dynamic properties of soil are normally inferred from laboratory tests on collected samples or from empirical relations. The soil properties measured in the field… (more)

Subjects/Keywords: soil modulus; soil damping ratio; dynamic soil properties; in situ test; surface foundation; inverse analysis

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APA (6th Edition):

Ahn, J. (2009). In situ determination of dynamic soil properties under an excited surface foundation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1460

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):

Ahn, Jaehun. “In situ determination of dynamic soil properties under an excited surface foundation.” 2009. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1460.

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

MLA Handbook (7th Edition):

Ahn, Jaehun. “In situ determination of dynamic soil properties under an excited surface foundation.” 2009. Web. 19 Oct 2019.

Vancouver:

Ahn J. In situ determination of dynamic soil properties under an excited surface foundation. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1460.

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

Council of Science Editors:

Ahn J. In situ determination of dynamic soil properties under an excited surface foundation. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1460

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

10. Torres, Daniel E. Evaluation of the Procedure Used to Determine Nonlinear Soil Properties In Situ.

Degree: 2012, Texas A&M University

 Soil properties (shear modulus and damping) are normally determined from laboratory tests. These tests provide both values of the shear modulus in the linear elastic… (more)

Subjects/Keywords: shear modulus; strain; cone; finite difference; nonlinear springs; wave velocity; accuracy

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APA (6th Edition):

Torres, D. E. (2012). Evaluation of the Procedure Used to Determine Nonlinear Soil Properties In Situ. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8818

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):

Torres, Daniel E. “Evaluation of the Procedure Used to Determine Nonlinear Soil Properties In Situ.” 2012. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8818.

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

MLA Handbook (7th Edition):

Torres, Daniel E. “Evaluation of the Procedure Used to Determine Nonlinear Soil Properties In Situ.” 2012. Web. 19 Oct 2019.

Vancouver:

Torres DE. Evaluation of the Procedure Used to Determine Nonlinear Soil Properties In Situ. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8818.

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

Council of Science Editors:

Torres DE. Evaluation of the Procedure Used to Determine Nonlinear Soil Properties In Situ. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8818

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

11. Petrus, Ryan Curtis. Dynamics of fluid-conveying Timoshenko pipes.

Degree: 2006, Texas A&M University

 Structures conveying mass lose stability once the mass exceeds a certain critical velocity. The type of instability observed depends on the nature of the supports… (more)

Subjects/Keywords: Timoshenko

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APA (6th Edition):

Petrus, R. C. (2006). Dynamics of fluid-conveying Timoshenko pipes. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3822

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):

Petrus, Ryan Curtis. “Dynamics of fluid-conveying Timoshenko pipes.” 2006. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/3822.

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

MLA Handbook (7th Edition):

Petrus, Ryan Curtis. “Dynamics of fluid-conveying Timoshenko pipes.” 2006. Web. 19 Oct 2019.

Vancouver:

Petrus RC. Dynamics of fluid-conveying Timoshenko pipes. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/3822.

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

Council of Science Editors:

Petrus RC. Dynamics of fluid-conveying Timoshenko pipes. [Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3822

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

12. Payette, Gregory Steven. Mathematical modeling of evaporative cooling of moisture bearing epoxy composite plates.

Degree: 2006, Texas A&M University

 Research is performed to assess the potential of surface moisture evaporative cooling from composite plates as a means of reducing the external temperature of military… (more)

Subjects/Keywords: Evaporative Cooling: transient coupled heat and mass transfer; Finite element analysis

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APA (6th Edition):

Payette, G. S. (2006). Mathematical modeling of evaporative cooling of moisture bearing epoxy composite plates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3857

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):

Payette, Gregory Steven. “Mathematical modeling of evaporative cooling of moisture bearing epoxy composite plates.” 2006. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/3857.

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

MLA Handbook (7th Edition):

Payette, Gregory Steven. “Mathematical modeling of evaporative cooling of moisture bearing epoxy composite plates.” 2006. Web. 19 Oct 2019.

Vancouver:

Payette GS. Mathematical modeling of evaporative cooling of moisture bearing epoxy composite plates. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/3857.

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

Council of Science Editors:

Payette GS. Mathematical modeling of evaporative cooling of moisture bearing epoxy composite plates. [Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3857

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


Texas A&M University

13. 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 (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 October 19, 2019. 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. 19 Oct 2019.

Vancouver:

Cuadros Olave G. Evaluation of high strength concrete prestressed bridge girder design. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Oct 19]. 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

14. Zhang, Kaikai. Rotordynamics/discharge water-hammer coupling via seals in pump rotordynamics.

Degree: 2004, Texas A&M University

 A new closed-loop frequency-domain model is developed to incorporate the water hammer effect with pump rotordynamics, in order to investigate the sub-synchronous instability problem observed… (more)

Subjects/Keywords: rotordynamics; discharge water-hammer; subsynchronous instability; seal flow-rate

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APA (6th Edition):

Zhang, K. (2004). Rotordynamics/discharge water-hammer coupling via seals in pump rotordynamics. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/514

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):

Zhang, Kaikai. “Rotordynamics/discharge water-hammer coupling via seals in pump rotordynamics.” 2004. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/514.

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

MLA Handbook (7th Edition):

Zhang, Kaikai. “Rotordynamics/discharge water-hammer coupling via seals in pump rotordynamics.” 2004. Web. 19 Oct 2019.

Vancouver:

Zhang K. Rotordynamics/discharge water-hammer coupling via seals in pump rotordynamics. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/514.

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

Council of Science Editors:

Zhang K. Rotordynamics/discharge water-hammer coupling via seals in pump rotordynamics. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/514

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


Texas A&M University

15. Dai, Wentao. Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges.

Degree: 2005, Texas A&M University

 A continuous formulation to calculate the dynamic stiffness matrix of structural members with distributed masses is presented in detail and verified with some simple examples.… (more)

Subjects/Keywords: Base Isolation; Soil Structure Interaction; Frequency Domain

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

APA (6th Edition):

Dai, W. (2005). Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2552

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):

Dai, Wentao. “Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges.” 2005. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/2552.

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

MLA Handbook (7th Edition):

Dai, Wentao. “Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges.” 2005. Web. 19 Oct 2019.

Vancouver:

Dai W. Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/2552.

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

Council of Science Editors:

Dai W. Evaluation of base isolation and soil structure interaction effects on the seismic response of bridges. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2552

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


Texas A&M University

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

Degree: 2004, Texas A&M University

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

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

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

MLA Handbook (7th Edition):

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

Vancouver:

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

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

Council of Science Editors:

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

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


Texas A&M University

17. Aguiniga Gaona, Francisco. Characterization of design parameters for fiber reinforced polymer composite reinforced concrete systems.

Degree: 2004, Texas A&M University

 Corrosion of steel reinforcement in concrete structures results in significant repair and rehabilitation costs. In the past several years, new fiber reinforced polymer (FRP) reinforcing… (more)

Subjects/Keywords: FRP; concrete; creep; tension; shear; cyclic; diffusion; crack; bond; deflections; thermal expansion

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

APA (6th Edition):

Aguiniga Gaona, F. (2004). Characterization of design parameters for fiber reinforced polymer composite reinforced concrete systems. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/61

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):

Aguiniga Gaona, Francisco. “Characterization of design parameters for fiber reinforced polymer composite reinforced concrete systems.” 2004. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/61.

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

MLA Handbook (7th Edition):

Aguiniga Gaona, Francisco. “Characterization of design parameters for fiber reinforced polymer composite reinforced concrete systems.” 2004. Web. 19 Oct 2019.

Vancouver:

Aguiniga Gaona F. Characterization of design parameters for fiber reinforced polymer composite reinforced concrete systems. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/61.

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

Council of Science Editors:

Aguiniga Gaona F. Characterization of design parameters for fiber reinforced polymer composite reinforced concrete systems. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/61

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


Texas A&M University

18. Oh, Jeong-Ho. Field monitoring and modeling of pavement response and service life consumption due to overweight truck traffic.

Degree: 2004, Texas A&M University

 A number of pavement structures experience deterioration due to high traffic volume and growing weights. Recently, the Texas Legislatures passed bills allowing trucks of gross… (more)

Subjects/Keywords: filed monitoring; pavement response; service life consumpition; nonlinear-cross anisotropy

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APA (6th Edition):

Oh, J. (2004). Field monitoring and modeling of pavement response and service life consumption due to overweight truck traffic. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1298

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):

Oh, Jeong-Ho. “Field monitoring and modeling of pavement response and service life consumption due to overweight truck traffic.” 2004. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/1298.

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

MLA Handbook (7th Edition):

Oh, Jeong-Ho. “Field monitoring and modeling of pavement response and service life consumption due to overweight truck traffic.” 2004. Web. 19 Oct 2019.

Vancouver:

Oh J. Field monitoring and modeling of pavement response and service life consumption due to overweight truck traffic. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/1298.

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

Council of Science Editors:

Oh J. Field monitoring and modeling of pavement response and service life consumption due to overweight truck traffic. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/1298

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


Texas A&M University

19. Kim, Sung-Hee. Determination of aggregate physical properties and its effects on cross-anisotropic behavior of unbound aggregate materials.

Degree: 2005, Texas A&M University

 Work done by several researchers reveals that unbound aggregate materials show nonlinear cross-anisotropic behavior. The incorporation of cross-anisotropic properties significantly improves the predictions of stress… (more)

Subjects/Keywords: Cross-Anisotropy; Unbound Aggregate Base; Pavement Design; Image Analysis

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APA (6th Edition):

Kim, S. (2005). Determination of aggregate physical properties and its effects on cross-anisotropic behavior of unbound aggregate materials. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2745

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, Sung-Hee. “Determination of aggregate physical properties and its effects on cross-anisotropic behavior of unbound aggregate materials.” 2005. Thesis, Texas A&M University. Accessed October 19, 2019. http://hdl.handle.net/1969.1/2745.

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

MLA Handbook (7th Edition):

Kim, Sung-Hee. “Determination of aggregate physical properties and its effects on cross-anisotropic behavior of unbound aggregate materials.” 2005. Web. 19 Oct 2019.

Vancouver:

Kim S. Determination of aggregate physical properties and its effects on cross-anisotropic behavior of unbound aggregate materials. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1969.1/2745.

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

Council of Science Editors:

Kim S. Determination of aggregate physical properties and its effects on cross-anisotropic behavior of unbound aggregate materials. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2745

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


Texas A&M University

20. 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 October 19, 2019. http://hdl.handle.net/1969.1/1315.

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

MLA Handbook (7th Edition):

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

Vancouver:

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

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

Council of Science Editors:

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

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

.