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You searched for +publisher:"University of Oklahoma" +contributor:("Floyd, Royce"). Showing records 1 – 6 of 6 total matches.

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University of Oklahoma

1. Atash Bahar, Sattar. RF Modeling and Electromagnetic Analysis of Implantable Devices in Magnetic Resonance Imaging.

Degree: PhD, 2017, University of Oklahoma

 Magnetic Resonance Imaging (MRI) has become a generally accepted medical procedure and it is estimated that all the U.S. population will have at least one… (more)

Subjects/Keywords: RF modeling; Antenna; Implantable device

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APA (6th Edition):

Atash Bahar, S. (2017). RF Modeling and Electromagnetic Analysis of Implantable Devices in Magnetic Resonance Imaging. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/52941

Chicago Manual of Style (16th Edition):

Atash Bahar, Sattar. “RF Modeling and Electromagnetic Analysis of Implantable Devices in Magnetic Resonance Imaging.” 2017. Doctoral Dissertation, University of Oklahoma. Accessed March 08, 2021. http://hdl.handle.net/11244/52941.

MLA Handbook (7th Edition):

Atash Bahar, Sattar. “RF Modeling and Electromagnetic Analysis of Implantable Devices in Magnetic Resonance Imaging.” 2017. Web. 08 Mar 2021.

Vancouver:

Atash Bahar S. RF Modeling and Electromagnetic Analysis of Implantable Devices in Magnetic Resonance Imaging. [Internet] [Doctoral dissertation]. University of Oklahoma; 2017. [cited 2021 Mar 08]. Available from: http://hdl.handle.net/11244/52941.

Council of Science Editors:

Atash Bahar S. RF Modeling and Electromagnetic Analysis of Implantable Devices in Magnetic Resonance Imaging. [Doctoral Dissertation]. University of Oklahoma; 2017. Available from: http://hdl.handle.net/11244/52941


University of Oklahoma

2. Drury, Jonathan. Shear Performance of Non-Traditional Concrete.

Degree: PhD, 2018, University of Oklahoma

 Concrete is the second most consumed material in the world, second only to water. Concrete has been around in different forms for centuries, and science… (more)

Subjects/Keywords: Civil Engineering Materials Structures

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APA (6th Edition):

Drury, J. (2018). Shear Performance of Non-Traditional Concrete. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/301339

Chicago Manual of Style (16th Edition):

Drury, Jonathan. “Shear Performance of Non-Traditional Concrete.” 2018. Doctoral Dissertation, University of Oklahoma. Accessed March 08, 2021. http://hdl.handle.net/11244/301339.

MLA Handbook (7th Edition):

Drury, Jonathan. “Shear Performance of Non-Traditional Concrete.” 2018. Web. 08 Mar 2021.

Vancouver:

Drury J. Shear Performance of Non-Traditional Concrete. [Internet] [Doctoral dissertation]. University of Oklahoma; 2018. [cited 2021 Mar 08]. Available from: http://hdl.handle.net/11244/301339.

Council of Science Editors:

Drury J. Shear Performance of Non-Traditional Concrete. [Doctoral Dissertation]. University of Oklahoma; 2018. Available from: http://hdl.handle.net/11244/301339


University of Oklahoma

3. Murray, Cameron. UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS.

Degree: PhD, 2017, University of Oklahoma

 A prestressed concrete bridge is a complex system. The interconnectivity of several girders, a deck, and secondary elements such as diaphragms makes their behavior difficult… (more)

Subjects/Keywords: Prestressed Concrete; Bridges; Shear; Bridge Modeling

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APA (6th Edition):

Murray, C. (2017). UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/51831

Chicago Manual of Style (16th Edition):

Murray, Cameron. “UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS.” 2017. Doctoral Dissertation, University of Oklahoma. Accessed March 08, 2021. http://hdl.handle.net/11244/51831.

MLA Handbook (7th Edition):

Murray, Cameron. “UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS.” 2017. Web. 08 Mar 2021.

Vancouver:

Murray C. UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2017. [cited 2021 Mar 08]. Available from: http://hdl.handle.net/11244/51831.

Council of Science Editors:

Murray C. UNDERSTANDING ULTIMATE SHEAR BEHAVIOR OF PRESTRESSED CONCRETE GIRDER BRIDGES AS A SYSTEM THROUGH EXPERIMENTAL TESTING AND ANALYTICAL METHODS. [Doctoral Dissertation]. University of Oklahoma; 2017. Available from: http://hdl.handle.net/11244/51831


University of Oklahoma

4. Hadikhan Tehrani, Mohammad. Design and Assessment of Innovative Dual-Mode Rolling Isolation Systems.

Degree: PhD, 2019, University of Oklahoma

 Loss of operation or devastating damage to buildings and industrial structures, as well as equipment housed in them, has been observed due to earthquake-induced vibrations.… (more)

Subjects/Keywords: Seismic Isolation; Synthetic Accelerogram; Optimal Control; Rolling Isolation System

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APA (6th Edition):

Hadikhan Tehrani, M. (2019). Design and Assessment of Innovative Dual-Mode Rolling Isolation Systems. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/321054

Chicago Manual of Style (16th Edition):

Hadikhan Tehrani, Mohammad. “Design and Assessment of Innovative Dual-Mode Rolling Isolation Systems.” 2019. Doctoral Dissertation, University of Oklahoma. Accessed March 08, 2021. http://hdl.handle.net/11244/321054.

MLA Handbook (7th Edition):

Hadikhan Tehrani, Mohammad. “Design and Assessment of Innovative Dual-Mode Rolling Isolation Systems.” 2019. Web. 08 Mar 2021.

Vancouver:

Hadikhan Tehrani M. Design and Assessment of Innovative Dual-Mode Rolling Isolation Systems. [Internet] [Doctoral dissertation]. University of Oklahoma; 2019. [cited 2021 Mar 08]. Available from: http://hdl.handle.net/11244/321054.

Council of Science Editors:

Hadikhan Tehrani M. Design and Assessment of Innovative Dual-Mode Rolling Isolation Systems. [Doctoral Dissertation]. University of Oklahoma; 2019. Available from: http://hdl.handle.net/11244/321054


University of Oklahoma

5. Bounds, Tommy. Lateral deformation of bridge embankments supported on soft soils.

Degree: PhD, 2020, University of Oklahoma

 Excessive bridge embankment deformation, namely in the lateral direction, continues to damage bridges leading to costly repairs or early replacement. The lateral deformation of bridge… (more)

Subjects/Keywords: Engineering, Civil.; Bridge Embankment Movement; Lateral Squeeze; Bounding Surface Plasticity Model; Plaxis; Embankment Lateral Deformation

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APA (6th Edition):

Bounds, T. (2020). Lateral deformation of bridge embankments supported on soft soils. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/326654

Chicago Manual of Style (16th Edition):

Bounds, Tommy. “Lateral deformation of bridge embankments supported on soft soils.” 2020. Doctoral Dissertation, University of Oklahoma. Accessed March 08, 2021. http://hdl.handle.net/11244/326654.

MLA Handbook (7th Edition):

Bounds, Tommy. “Lateral deformation of bridge embankments supported on soft soils.” 2020. Web. 08 Mar 2021.

Vancouver:

Bounds T. Lateral deformation of bridge embankments supported on soft soils. [Internet] [Doctoral dissertation]. University of Oklahoma; 2020. [cited 2021 Mar 08]. Available from: http://hdl.handle.net/11244/326654.

Council of Science Editors:

Bounds T. Lateral deformation of bridge embankments supported on soft soils. [Doctoral Dissertation]. University of Oklahoma; 2020. Available from: http://hdl.handle.net/11244/326654


University of Oklahoma

6. Tabet, Wassim. Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques.

Degree: PhD, 2015, University of Oklahoma

 Problematic soils such as soft, compressible, collapsible, or expansive soils are widespread throughout the world and are often becoming unavoidable due to the continuous expansion… (more)

Subjects/Keywords: Soil Stabilization; Soil Improvement; Cement; stabilized; Clay; Experimental; Mineralogy; Microstructure; XRD; SEM; XRF; TG; MIP; Kaolinite; Hydration Products; Quantitative

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

APA (6th Edition):

Tabet, W. (2015). Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23302

Chicago Manual of Style (16th Edition):

Tabet, Wassim. “Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed March 08, 2021. http://hdl.handle.net/11244/23302.

MLA Handbook (7th Edition):

Tabet, Wassim. “Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques.” 2015. Web. 08 Mar 2021.

Vancouver:

Tabet W. Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2021 Mar 08]. Available from: http://hdl.handle.net/11244/23302.

Council of Science Editors:

Tabet W. Characterization of Cement-Stabilized Clay Using Experimental and Analytical Techniques. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23302

.