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You searched for +publisher:"Texas A&M University" +contributor:("Jones, Harry"). Showing records 1 – 25 of 25 total matches.

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Texas A&M University

1. Prodduturu, Harika Reddy. Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Roadside safety devices are designed to protect vehicle occupants from injuries. As the purpose of roadside safety hardware is to be functional while minimizing the… (more)

Subjects/Keywords: Manual for Assessing Safety Hardware; Federal Motor Vehicle Safety Standards; New Car Assessment Program; Flail-Space Model; Crashworthiness; Anthropomorphic Test Device; Toyota Yaris; Finite Element Simulations

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APA (6th Edition):

Prodduturu, H. R. (2016). Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156908

Chicago Manual of Style (16th Edition):

Prodduturu, Harika Reddy. “Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria.” 2016. Masters Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/156908.

MLA Handbook (7th Edition):

Prodduturu, Harika Reddy. “Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria.” 2016. Web. 14 Dec 2019.

Vancouver:

Prodduturu HR. Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/156908.

Council of Science Editors:

Prodduturu HR. Correlation between Roadside Safety Hardware and Vehicle Safety Standards Evaluation Criteria. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/156908


Texas A&M University

2. Udoh, Ikpoto Enefiok. Development of design tool for statically equivalent deepwater mooring systems.

Degree: 2009, Texas A&M University

 Verifying the design of floating structures adequately requires both numerical simulations and model testing, a combination of which is referred to as the hybrid method… (more)

Subjects/Keywords: Equivalent; Mooring; Hybrid

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APA (6th Edition):

Udoh, I. E. (2009). Development of design tool for statically equivalent deepwater mooring systems. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-3215

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):

Udoh, Ikpoto Enefiok. “Development of design tool for statically equivalent deepwater mooring systems.” 2009. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-3215.

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

MLA Handbook (7th Edition):

Udoh, Ikpoto Enefiok. “Development of design tool for statically equivalent deepwater mooring systems.” 2009. Web. 14 Dec 2019.

Vancouver:

Udoh IE. Development of design tool for statically equivalent deepwater mooring systems. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3215.

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

Council of Science Editors:

Udoh IE. Development of design tool for statically equivalent deepwater mooring systems. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3215

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


Texas A&M University

3. Arrington, Dusty Ray. Development of a Method for Predictively Simulating Penetration of a Low Speed Impactor into a Weak Cohesionless Soil.

Degree: 2013, Texas A&M University

 Since the horrific attacks on September 11th 2001, the United States government and research community have been focused on how to better protect US assets… (more)

Subjects/Keywords: LSDYNA; Cohesionless; Sand; Impact

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APA (6th Edition):

Arrington, D. R. (2013). Development of a Method for Predictively Simulating Penetration of a Low Speed Impactor into a Weak Cohesionless Soil. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149507

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):

Arrington, Dusty Ray. “Development of a Method for Predictively Simulating Penetration of a Low Speed Impactor into a Weak Cohesionless Soil.” 2013. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/149507.

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

MLA Handbook (7th Edition):

Arrington, Dusty Ray. “Development of a Method for Predictively Simulating Penetration of a Low Speed Impactor into a Weak Cohesionless Soil.” 2013. Web. 14 Dec 2019.

Vancouver:

Arrington DR. Development of a Method for Predictively Simulating Penetration of a Low Speed Impactor into a Weak Cohesionless Soil. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/149507.

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

Council of Science Editors:

Arrington DR. Development of a Method for Predictively Simulating Penetration of a Low Speed Impactor into a Weak Cohesionless Soil. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149507

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


Texas A&M University

4. Schulz, Nathaniel David. Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique.

Degree: MS, Civil Engineering, 2016, Texas A&M University

 Over the past years, extensive research efforts have been made to improve roadside safety hardware to reduce injury to occupants of four-wheel vehicles and heavy… (more)

Subjects/Keywords: motorcycle; finite element; simulation,; crash; safety; scanning; reverse engineering

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APA (6th Edition):

Schulz, N. D. (2016). Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/157946

Chicago Manual of Style (16th Edition):

Schulz, Nathaniel David. “Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique.” 2016. Masters Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/157946.

MLA Handbook (7th Edition):

Schulz, Nathaniel David. “Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique.” 2016. Web. 14 Dec 2019.

Vancouver:

Schulz ND. Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/157946.

Council of Science Editors:

Schulz ND. Development of a Finite Element Computer Model of a Motorcycle Using Reverse Engineering Technique. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/157946


Texas A&M University

5. Rohl, Zachary Taylor. Parametric Study and Design of a Modular Bollard Barrier.

Degree: 2016, Texas A&M University

 This project set out to design a modular security barrier that could be used as an expeditionary system for the construction of new secure areas.… (more)

Subjects/Keywords: Physical Security; LS-DYNA; Civil Engineering

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APA (6th Edition):

Rohl, Z. T. (2016). Parametric Study and Design of a Modular Bollard Barrier. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/159108

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):

Rohl, Zachary Taylor. “Parametric Study and Design of a Modular Bollard Barrier.” 2016. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/159108.

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

MLA Handbook (7th Edition):

Rohl, Zachary Taylor. “Parametric Study and Design of a Modular Bollard Barrier.” 2016. Web. 14 Dec 2019.

Vancouver:

Rohl ZT. Parametric Study and Design of a Modular Bollard Barrier. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/159108.

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

Council of Science Editors:

Rohl ZT. Parametric Study and Design of a Modular Bollard Barrier. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/159108

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


Texas A&M University

6. Kim, Yeesock. Nonlinear identification and control of building structures equipped with magnetorheological dampers.

Degree: 2009, Texas A&M University

 A new system identification algorithm, multiple autoregressive exogenous (ARX) inputs-based Takagi-Sugeno (TS) fuzzy model, is developed to identify nonlinear behavior of structure-magnetorheological (MR) damper systems.… (more)

Subjects/Keywords: Nonlinear System Identification; Semiactive Nonlinear Control

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APA (6th Edition):

Kim, Y. (2009). Nonlinear identification and control of building structures equipped with magnetorheological dampers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2473

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, Yeesock. “Nonlinear identification and control of building structures equipped with magnetorheological dampers.” 2009. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2473.

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

MLA Handbook (7th Edition):

Kim, Yeesock. “Nonlinear identification and control of building structures equipped with magnetorheological dampers.” 2009. Web. 14 Dec 2019.

Vancouver:

Kim Y. Nonlinear identification and control of building structures equipped with magnetorheological dampers. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2473.

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

Council of Science Editors:

Kim Y. Nonlinear identification and control of building structures equipped with magnetorheological dampers. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2473

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


Texas A&M University

7. Shook, David Adam. Control of a benchmark structure using GA-optimized fuzzy logic control.

Degree: 2009, Texas A&M University

 Mitigation of displacement and acceleration responses of a three story benchmark structure excited by seismic motions is pursued in this study. Multiple 20-kN magnetorheological (MR)… (more)

Subjects/Keywords: structural control; fuzzy logic control; magnetorheological dampers; experimental testing; neuro-fuzzy modeling; system identification; acceleration feedback control; multiobjective genetic algorithm

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APA (6th Edition):

Shook, D. A. (2009). Control of a benchmark structure using GA-optimized fuzzy logic control. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1088

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):

Shook, David Adam. “Control of a benchmark structure using GA-optimized fuzzy logic control.” 2009. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1088.

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

MLA Handbook (7th Edition):

Shook, David Adam. “Control of a benchmark structure using GA-optimized fuzzy logic control.” 2009. Web. 14 Dec 2019.

Vancouver:

Shook DA. Control of a benchmark structure using GA-optimized fuzzy logic control. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1088.

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

Council of Science Editors:

Shook DA. Control of a benchmark structure using GA-optimized fuzzy logic control. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1088

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


Texas A&M University

8. Orsak, John. A Theoretical Structural Impairment Detection System for Timber Railway Bridges.

Degree: 2012, Texas A&M University

 The objective of this research is to develop a theoretical Structural Impairment Detection System (SIDS) for timber railway bridges. Due to fatigue, the timber stringers… (more)

Subjects/Keywords: timber bridges; structural impairment detection; structural health monitoring; structural engineering

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APA (6th Edition):

Orsak, J. (2012). A Theoretical Structural Impairment Detection System for Timber Railway Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919

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):

Orsak, John. “A Theoretical Structural Impairment Detection System for Timber Railway Bridges.” 2012. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919.

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

MLA Handbook (7th Edition):

Orsak, John. “A Theoretical Structural Impairment Detection System for Timber Railway Bridges.” 2012. Web. 14 Dec 2019.

Vancouver:

Orsak J. A Theoretical Structural Impairment Detection System for Timber Railway Bridges. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919.

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

Council of Science Editors:

Orsak J. A Theoretical Structural Impairment Detection System for Timber Railway Bridges. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919

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


Texas A&M University

9. Story, Brett. Structural Impairment Detection Using Arrays of Competitive Artificial Neural Networks.

Degree: 2012, Texas A&M University

 Aging railroad bridge infrastructure is subject to increasingly higher demands such as heavier loads, increased speed, and increased frequency of traffic. The challenges facing railroad… (more)

Subjects/Keywords: Neural Networks; Bridge Engineering

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APA (6th Edition):

Story, B. (2012). Structural Impairment Detection Using Arrays of Competitive Artificial Neural Networks. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11088

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):

Story, Brett. “Structural Impairment Detection Using Arrays of Competitive Artificial Neural Networks.” 2012. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11088.

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

MLA Handbook (7th Edition):

Story, Brett. “Structural Impairment Detection Using Arrays of Competitive Artificial Neural Networks.” 2012. Web. 14 Dec 2019.

Vancouver:

Story B. Structural Impairment Detection Using Arrays of Competitive Artificial Neural Networks. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11088.

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

Council of Science Editors:

Story B. Structural Impairment Detection Using Arrays of Competitive Artificial Neural Networks. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-11088

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


Texas A&M University

10. Long, Xiao. Computational Fracture Prediction in Steel Moment Frame Structures with the Application of Artificial Neural Networks.

Degree: 2012, Texas A&M University

 Damage to steel moment frames in the 1994 Northridge and 1995 Hyogken-Nanbu earthquakes subsequently motivated intensive research and testing efforts in the US, Japan, and… (more)

Subjects/Keywords: fatigue fracture; moment joints; low-cycle fatigue life; artificial neural networks

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APA (6th Edition):

Long, X. (2012). Computational Fracture Prediction in Steel Moment Frame Structures with the Application of Artificial Neural Networks. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11809

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):

Long, Xiao. “Computational Fracture Prediction in Steel Moment Frame Structures with the Application of Artificial Neural Networks.” 2012. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11809.

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

MLA Handbook (7th Edition):

Long, Xiao. “Computational Fracture Prediction in Steel Moment Frame Structures with the Application of Artificial Neural Networks.” 2012. Web. 14 Dec 2019.

Vancouver:

Long X. Computational Fracture Prediction in Steel Moment Frame Structures with the Application of Artificial Neural Networks. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11809.

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

Council of Science Editors:

Long X. Computational Fracture Prediction in Steel Moment Frame Structures with the Application of Artificial Neural Networks. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-08-11809

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


Texas A&M University

11. Brackin, Michael Scott. Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance.

Degree: 2017, Texas A&M University

 Over the past several years, there has been a significant increase in the number of glass plate breakages caused by thermally induced stress due to… (more)

Subjects/Keywords: insulating glass units; thermal stress; probability of breakage; solar irradiance; glass design; window glass; architectural glazing; thermal breakage

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APA (6th Edition):

Brackin, M. S. (2017). Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161295

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):

Brackin, Michael Scott. “Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance.” 2017. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/161295.

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

MLA Handbook (7th Edition):

Brackin, Michael Scott. “Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance.” 2017. Web. 14 Dec 2019.

Vancouver:

Brackin MS. Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/161295.

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

Council of Science Editors:

Brackin MS. Development of a General Procedure to Evaluate the Probability of Breakage for Glass Plates in Insulating Glass Units Due to Thermal Stresses Induced by Solar Irradiance. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161295

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


Texas A&M University

12. Ferdous, Md Rubiat. Placement of Traffic Barriers on Roadside and Median Slopes.

Degree: 2011, Texas A&M University

 Cross median crashes have become a serious problem in recent years. Most of the median cross sections used for divided highways have terrains with steep… (more)

Subjects/Keywords: Guardrails on Slope; Barrier performance limits; Crashworthiness analysis; Vehicle trajectory analysis; LS-DYNA Simulations; CARSIM Simulations; NCHRP Report 350

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APA (6th Edition):

Ferdous, M. R. (2011). Placement of Traffic Barriers on Roadside and Median Slopes. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9229

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):

Ferdous, Md Rubiat. “Placement of Traffic Barriers on Roadside and Median Slopes.” 2011. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9229.

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

MLA Handbook (7th Edition):

Ferdous, Md Rubiat. “Placement of Traffic Barriers on Roadside and Median Slopes.” 2011. Web. 14 Dec 2019.

Vancouver:

Ferdous MR. Placement of Traffic Barriers on Roadside and Median Slopes. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9229.

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

Council of Science Editors:

Ferdous MR. Placement of Traffic Barriers on Roadside and Median Slopes. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9229

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


Texas A&M University

13. 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 December 14, 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. 14 Dec 2019.

Vancouver:

Peternell Altamira LE1. Stability-dependent Mass Isolation for Steel Buildings. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Dec 14]. 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

14. Mousavi, Mir Emad. Reliability-based Design of Offshore Mooring Systems.

Degree: 2013, Texas A&M University

 This study proposes new methods for the reliability-based design of structural systems, with emphasis on offshore mooring systems. After a brief introduction to the mooring… (more)

Subjects/Keywords: Reliability; Probability of Failure; Structure; Offshore; Mooring; System; Design; Optimization; Integrity; Sustainability

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

APA (6th Edition):

Mousavi, M. E. (2013). Reliability-based Design of Offshore Mooring Systems. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149292

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):

Mousavi, Mir Emad. “Reliability-based Design of Offshore Mooring Systems.” 2013. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/149292.

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

MLA Handbook (7th Edition):

Mousavi, Mir Emad. “Reliability-based Design of Offshore Mooring Systems.” 2013. Web. 14 Dec 2019.

Vancouver:

Mousavi ME. Reliability-based Design of Offshore Mooring Systems. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/149292.

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

Council of Science Editors:

Mousavi ME. Reliability-based Design of Offshore Mooring Systems. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149292

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


Texas A&M University

15. Ngo, Thanh Tat. Optimal Panel Zone Participation in Steel Moment Frames.

Degree: 2014, Texas A&M University

 This work investigates the role of panel zones in the seismic response of buildings using steel moment frames. To address this debated matter requires well-developed… (more)

Subjects/Keywords: Frame Element; Local Buckling; Steel Frame Connection Model; Panel Zone Model; Steel Moment Frames; Seismic Performance; Collapse Margin Ratio

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

APA (6th Edition):

Ngo, T. T. (2014). Optimal Panel Zone Participation in Steel Moment Frames. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152471

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):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/152471.

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

MLA Handbook (7th Edition):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Web. 14 Dec 2019.

Vancouver:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/152471.

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

Council of Science Editors:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152471

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

16. Cheng, Feifei. Continuum- based computational models of biological living cell.

Degree: 2009, Texas A&M University

 All living creatures, despite their profound diversity, share a common architectural building block: the cell. Cells are the basic functional units of life, yet are… (more)

Subjects/Keywords: cell; computational method

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APA (6th Edition):

Cheng, F. (2009). Continuum- based computational models of biological living cell. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-3187

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):

Cheng, Feifei. “Continuum- based computational models of biological living cell.” 2009. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-3187.

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

MLA Handbook (7th Edition):

Cheng, Feifei. “Continuum- based computational models of biological living cell.” 2009. Web. 14 Dec 2019.

Vancouver:

Cheng F. Continuum- based computational models of biological living cell. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3187.

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

Council of Science Editors:

Cheng F. Continuum- based computational models of biological living cell. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3187

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

17. Sharpe, Graeme Peter. Reflective cracking of shear keys in multi-beam bridges.

Degree: 2009, Texas A&M University

 Multi-beam bridges made from precast concrete box girders are one of the most common bridge types used in the United States. One problem that affects… (more)

Subjects/Keywords: Box Girders; Shear Keys; Thermal Analysis; Shrinkage

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APA (6th Edition):

Sharpe, G. P. (2009). Reflective cracking of shear keys in multi-beam bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1912

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):

Sharpe, Graeme Peter. “Reflective cracking of shear keys in multi-beam bridges.” 2009. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1912.

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

MLA Handbook (7th Edition):

Sharpe, Graeme Peter. “Reflective cracking of shear keys in multi-beam bridges.” 2009. Web. 14 Dec 2019.

Vancouver:

Sharpe GP. Reflective cracking of shear keys in multi-beam bridges. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1912.

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

Council of Science Editors:

Sharpe GP. Reflective cracking of shear keys in multi-beam bridges. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1912

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

18. Contractor, Yateesh Jaykishan. Evaluation of a new bridge formula for regulation of truck weights.

Degree: 2005, Texas A&M University

 The current bridge formula, Federal Bridge Formula B (BFB), established in 1974 to protect bridges against excessive overstress, is very restrictive on long combination vehicles… (more)

Subjects/Keywords: TTI-HS20; Bridge Formula; Truck Weights

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Sample image

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

APA (6th Edition):

Contractor, Y. J. (2005). Evaluation of a new bridge formula for regulation of truck weights. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2551

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):

Contractor, Yateesh Jaykishan. “Evaluation of a new bridge formula for regulation of truck weights.” 2005. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/2551.

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

MLA Handbook (7th Edition):

Contractor, Yateesh Jaykishan. “Evaluation of a new bridge formula for regulation of truck weights.” 2005. Web. 14 Dec 2019.

Vancouver:

Contractor YJ. Evaluation of a new bridge formula for regulation of truck weights. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/2551.

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

Council of Science Editors:

Contractor YJ. Evaluation of a new bridge formula for regulation of truck weights. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2551

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

19. Masad, Noor Ahmad. Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures.

Degree: 2013, Texas A&M University

 Liquefied natural gas (LNG) is stored at a cryogenic temperatures ? -160?C and around atmospheric pressure to insure the minimum storage volume in tanks. The… (more)

Subjects/Keywords: cryogenic concrete; concrete properties; concrete plasticity damaged model; Liquefied natural gas tank

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APA (6th Edition):

Masad, N. A. (2013). Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151228

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):

Masad, Noor Ahmad. “Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures.” 2013. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/151228.

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

MLA Handbook (7th Edition):

Masad, Noor Ahmad. “Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures.” 2013. Web. 14 Dec 2019.

Vancouver:

Masad NA. Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/151228.

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

Council of Science Editors:

Masad NA. Meso-Scale Model for Simulations of Concrete Subjected to Cryogenic Temperatures. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151228

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

20. Tangtragulwong, Potchara. Optimal Railroad Rail Grinding for Fatigue Mitigation.

Degree: 2012, Texas A&M University

 This dissertation aims to study the benefit of rail grinding on service life of railroad rails, focusing on failures due to rolling contact fatigue (RCF)… (more)

Subjects/Keywords: Rolling contact fatigue; Wheel-rail contact; Critical-plane fatigue criterion; Stress-based fatigue criterion; Strain-based fatigue criterion; Genetic algorithm; Railroad rail grinding; Fatigue crack nucleation; Rail grinding optimization

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APA (6th Edition):

Tangtragulwong, P. (2012). Optimal Railroad Rail Grinding for Fatigue Mitigation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8909

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):

Tangtragulwong, Potchara. “Optimal Railroad Rail Grinding for Fatigue Mitigation.” 2012. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8909.

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

MLA Handbook (7th Edition):

Tangtragulwong, Potchara. “Optimal Railroad Rail Grinding for Fatigue Mitigation.” 2012. Web. 14 Dec 2019.

Vancouver:

Tangtragulwong P. Optimal Railroad Rail Grinding for Fatigue Mitigation. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8909.

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

Council of Science Editors:

Tangtragulwong P. Optimal Railroad Rail Grinding for Fatigue Mitigation. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-12-8909

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


Texas A&M University

21. Ness, Jacob Raymond. Development of guidelines for the aesthetic surface treatment of safety-shaped median barriers.

Degree: 2004, Texas A&M University

 Safety-shaped median barriers have long been employed to keep misguided vehicles on the roadway. In recent years there has been a growing national desire for… (more)

Subjects/Keywords: aesthetic; surface treatment; safety-shaped; median barriers; crash testing

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APA (6th Edition):

Ness, J. R. (2004). Development of guidelines for the aesthetic surface treatment of safety-shaped median barriers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1297

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):

Ness, Jacob Raymond. “Development of guidelines for the aesthetic surface treatment of safety-shaped median barriers.” 2004. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/1297.

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

MLA Handbook (7th Edition):

Ness, Jacob Raymond. “Development of guidelines for the aesthetic surface treatment of safety-shaped median barriers.” 2004. Web. 14 Dec 2019.

Vancouver:

Ness JR. Development of guidelines for the aesthetic surface treatment of safety-shaped median barriers. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/1297.

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

Council of Science Editors:

Ness JR. Development of guidelines for the aesthetic surface treatment of safety-shaped median barriers. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/1297

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


Texas A&M University

22. Brush, Natalie Camille. Connection of modular steel beam precast slab units with cast-in-place closure pour slabs.

Degree: 2005, Texas A&M University

 Jointless bridges are advantageous in removing mechanical joints which are a known cause of bridge deterioration. Elimination of joints provides a smoother riding surface and… (more)

Subjects/Keywords: link slab; closure pour; jointless; bridge; deck; precast; modular

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APA (6th Edition):

Brush, N. C. (2005). Connection of modular steel beam precast slab units with cast-in-place closure pour slabs. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1356

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):

Brush, Natalie Camille. “Connection of modular steel beam precast slab units with cast-in-place closure pour slabs.” 2005. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/1356.

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

MLA Handbook (7th Edition):

Brush, Natalie Camille. “Connection of modular steel beam precast slab units with cast-in-place closure pour slabs.” 2005. Web. 14 Dec 2019.

Vancouver:

Brush NC. Connection of modular steel beam precast slab units with cast-in-place closure pour slabs. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/1356.

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

Council of Science Editors:

Brush NC. Connection of modular steel beam precast slab units with cast-in-place closure pour slabs. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/1356

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


Texas A&M University

23. Li, Yanfeng. Use of a BCD for compaction control.

Degree: 2005, Texas A&M University

 Compaction of soil is essential in the construction of highways, airports, buildings, and bridges. Typically compaction is controlled by measuring the dry density and the… (more)

Subjects/Keywords: Compaction Control; Soil Modulus; Density; Water Content; Plate Test; Strain

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APA (6th Edition):

Li, Y. (2005). Use of a BCD for compaction control. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2696

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

Chicago Manual of Style (16th Edition):

Li, Yanfeng. “Use of a BCD for compaction control.” 2005. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/2696.

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

MLA Handbook (7th Edition):

Li, Yanfeng. “Use of a BCD for compaction control.” 2005. Web. 14 Dec 2019.

Vancouver:

Li Y. Use of a BCD for compaction control. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/2696.

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

Council of Science Editors:

Li Y. Use of a BCD for compaction control. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2696

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


Texas A&M University

24. Bailey, Breanna Michelle Weir. Incorporating user design preferences into multi-objective roof truss optimization.

Degree: 2007, Texas A&M University

 Automated systems for large-span roof truss optimization provide engineers with the flexibility to consider multiple alternatives during conceptual design. This investigation extends previous work on… (more)

Subjects/Keywords: user preference; truss optimization

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APA (6th Edition):

Bailey, B. M. W. (2007). Incorporating user design preferences into multi-objective roof truss optimization. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/5932

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):

Bailey, Breanna Michelle Weir. “Incorporating user design preferences into multi-objective roof truss optimization.” 2007. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/5932.

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

MLA Handbook (7th Edition):

Bailey, Breanna Michelle Weir. “Incorporating user design preferences into multi-objective roof truss optimization.” 2007. Web. 14 Dec 2019.

Vancouver:

Bailey BMW. Incorporating user design preferences into multi-objective roof truss optimization. [Internet] [Thesis]. Texas A&M University; 2007. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/5932.

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

Council of Science Editors:

Bailey BMW. Incorporating user design preferences into multi-objective roof truss optimization. [Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/5932

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


Texas A&M University

25. Lee, Seung Joon. Nonlinear analysis of smart composite plate and shell structures.

Degree: 2005, Texas A&M University

 Theoretical formulations, analytical solutions, and finite element solutions for laminated composite plate and shell structures with smart material laminae are presented in the study. A… (more)

Subjects/Keywords: Laminated Composite; Smart Structure; Plate and Shell; Shear Deformation Theory; Deflection Control; Navier Solution; Finite Element Analysis

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

APA (6th Edition):

Lee, S. J. (2005). Nonlinear analysis of smart composite plate and shell structures. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2218

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):

Lee, Seung Joon. “Nonlinear analysis of smart composite plate and shell structures.” 2005. Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/2218.

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

MLA Handbook (7th Edition):

Lee, Seung Joon. “Nonlinear analysis of smart composite plate and shell structures.” 2005. Web. 14 Dec 2019.

Vancouver:

Lee SJ. Nonlinear analysis of smart composite plate and shell structures. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/2218.

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

Council of Science Editors:

Lee SJ. Nonlinear analysis of smart composite plate and shell structures. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2218

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

.