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You searched for subject:(Structural deflection). Showing records 1 – 30 of 149 total matches.

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Florida Atlantic University

1. Khamaru, Satarupa. Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System.

Degree: MS, 2018, Florida Atlantic University

In any infrastructure project, monitoring and managing the built assets is an important task. Structural Health Monitoring (SHM) is meant for continuous assessment of safety… (more)

Subjects/Keywords: Structural health monitoring.; Bridges – Evaluation.; Deflection.

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

APA (6th Edition):

Khamaru, S. (2018). Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System. (Masters Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:40737

Chicago Manual of Style (16th Edition):

Khamaru, Satarupa. “Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System.” 2018. Masters Thesis, Florida Atlantic University. Accessed September 18, 2019. http://fau.digital.flvc.org/islandora/object/fau:40737.

MLA Handbook (7th Edition):

Khamaru, Satarupa. “Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System.” 2018. Web. 18 Sep 2019.

Vancouver:

Khamaru S. Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System. [Internet] [Masters thesis]. Florida Atlantic University; 2018. [cited 2019 Sep 18]. Available from: http://fau.digital.flvc.org/islandora/object/fau:40737.

Council of Science Editors:

Khamaru S. Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System. [Masters Thesis]. Florida Atlantic University; 2018. Available from: http://fau.digital.flvc.org/islandora/object/fau:40737


University of Western Ontario

2. van Weerdhuizen, Marcie. Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures.

Degree: 2018, University of Western Ontario

 In a world of aging infrastructure, sustainability initiatives require additional investment in the assessment of existing reinforced concrete structures. Reliability-based assessment should minimize costs by… (more)

Subjects/Keywords: Reinforced concrete; reliability; assessment; ductility; deflection; plasticity; Structural Engineering

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APA (6th Edition):

van Weerdhuizen, M. (2018). Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5979

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):

van Weerdhuizen, Marcie. “Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures.” 2018. Thesis, University of Western Ontario. Accessed September 18, 2019. https://ir.lib.uwo.ca/etd/5979.

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

MLA Handbook (7th Edition):

van Weerdhuizen, Marcie. “Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures.” 2018. Web. 18 Sep 2019.

Vancouver:

van Weerdhuizen M. Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures. [Internet] [Thesis]. University of Western Ontario; 2018. [cited 2019 Sep 18]. Available from: https://ir.lib.uwo.ca/etd/5979.

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

Council of Science Editors:

van Weerdhuizen M. Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures. [Thesis]. University of Western Ontario; 2018. Available from: https://ir.lib.uwo.ca/etd/5979

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


University of Florida

3. Donkor, Peter. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.

Degree: PhD, Design, Construction, and Planning - Design, Construction and Planning, 2014, University of Florida

 The use of affordable, sustainable, locally available, and damage resilient construction materials are key to addressing the global need for adequate housing. Compressed earth blocks… (more)

Subjects/Keywords: Adobe; Cements; Compressive strength; Construction materials; Flexural strength; Masonry; Matrices; Mortars; Soils; Structural deflection; fibers

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APA (6th Edition):

Donkor, P. (2014). Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047365

Chicago Manual of Style (16th Edition):

Donkor, Peter. “Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.” 2014. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0047365.

MLA Handbook (7th Edition):

Donkor, Peter. “Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.” 2014. Web. 18 Sep 2019.

Vancouver:

Donkor P. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0047365.

Council of Science Editors:

Donkor P. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. [Doctoral Dissertation]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0047365


University of Florida

4. Griffin, Benjamin. Development of an Ultrasonic Piezoelectric MEMS-Based Radiator for Nonlinear Acoustic Applications.

Degree: PhD, Mechanical Engineering - Mechanical and Aerospace Engineering, 2009, University of Florida

 The development of a piezoelectric micromachined ultrasonic transmitter is presented. The transducer is evaluated as an ultrasonic source for parametric arrays. A parametric array is… (more)

Subjects/Keywords: Audio frequencies; Diaphragm; Electric potential; Electrodes; Resonant frequencies; Signals; Structural deflection; Transducers; Ultrasonics; Velocity

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APA (6th Edition):

Griffin, B. (2009). Development of an Ultrasonic Piezoelectric MEMS-Based Radiator for Nonlinear Acoustic Applications. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0023480

Chicago Manual of Style (16th Edition):

Griffin, Benjamin. “Development of an Ultrasonic Piezoelectric MEMS-Based Radiator for Nonlinear Acoustic Applications.” 2009. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0023480.

MLA Handbook (7th Edition):

Griffin, Benjamin. “Development of an Ultrasonic Piezoelectric MEMS-Based Radiator for Nonlinear Acoustic Applications.” 2009. Web. 18 Sep 2019.

Vancouver:

Griffin B. Development of an Ultrasonic Piezoelectric MEMS-Based Radiator for Nonlinear Acoustic Applications. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0023480.

Council of Science Editors:

Griffin B. Development of an Ultrasonic Piezoelectric MEMS-Based Radiator for Nonlinear Acoustic Applications. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0023480


University of Florida

5. PASKEN,KENNETH A. Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 It is crucial to the long term sustainability of roadway drainage systems that manufacturing guidelines are stringent, but reasonable, so as to allow for maximum… (more)

Subjects/Keywords: Air compressors; Boxes; Instrumentation; Lasers; Physician progress reports; Pressure; Quadrants; Soils; Structural deflection; Unloading

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APA (6th Edition):

A, P. (2011). Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042947

Chicago Manual of Style (16th Edition):

A, PASKEN,KENNETH. “Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading.” 2011. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0042947.

MLA Handbook (7th Edition):

A, PASKEN,KENNETH. “Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading.” 2011. Web. 18 Sep 2019.

Vancouver:

A P. Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0042947.

Council of Science Editors:

A P. Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042947


University of Notre Dame

6. Adam Knaack. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.

Degree: PhD, Civil and Environmental Engineering and Earth Sciences, 2013, University of Notre Dame

  The use of recycled concrete aggregate (RCA) in the U.S. has mostly been limited to non-structural applications such as roadway sub-base. To advance this… (more)

Subjects/Keywords: Structural Behavior; Concrete; Creep; Shrinkage; Recycled Concrete Aggregate; Sustainability; Time-Dependent Deflection

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APA (6th Edition):

Knaack, A. (2013). Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/bk128912n6w

Chicago Manual of Style (16th Edition):

Knaack, Adam. “Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.” 2013. Doctoral Dissertation, University of Notre Dame. Accessed September 18, 2019. https://curate.nd.edu/show/bk128912n6w.

MLA Handbook (7th Edition):

Knaack, Adam. “Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.” 2013. Web. 18 Sep 2019.

Vancouver:

Knaack A. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2013. [cited 2019 Sep 18]. Available from: https://curate.nd.edu/show/bk128912n6w.

Council of Science Editors:

Knaack A. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. [Doctoral Dissertation]. University of Notre Dame; 2013. Available from: https://curate.nd.edu/show/bk128912n6w


University of New Orleans

7. Koyyapu, Naresh Kumar. Numerical Computation of Transient Response of 2D Wedge Impact.

Degree: MS, Naval Architecture and Marine Engineering, 2016, University of New Orleans

  The diverse applications of advanced marine craft ascribed to their high speed and technological advancements has led to the use of stronger and lighter… (more)

Subjects/Keywords: wedge; impact; planing hulls; slamming; deflection; hydrodynamic force; Applied Mechanics; Ocean Engineering; Structural Engineering

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APA (6th Edition):

Koyyapu, N. K. (2016). Numerical Computation of Transient Response of 2D Wedge Impact. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2260

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):

Koyyapu, Naresh Kumar. “Numerical Computation of Transient Response of 2D Wedge Impact.” 2016. Thesis, University of New Orleans. Accessed September 18, 2019. https://scholarworks.uno.edu/td/2260.

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

MLA Handbook (7th Edition):

Koyyapu, Naresh Kumar. “Numerical Computation of Transient Response of 2D Wedge Impact.” 2016. Web. 18 Sep 2019.

Vancouver:

Koyyapu NK. Numerical Computation of Transient Response of 2D Wedge Impact. [Internet] [Thesis]. University of New Orleans; 2016. [cited 2019 Sep 18]. Available from: https://scholarworks.uno.edu/td/2260.

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

Council of Science Editors:

Koyyapu NK. Numerical Computation of Transient Response of 2D Wedge Impact. [Thesis]. University of New Orleans; 2016. Available from: https://scholarworks.uno.edu/td/2260

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


University of Florida

8. Tsai, Ying-Kuan. Energy Based Load-Impulse Diagrams for Structural Elements.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2015, University of Florida

 A load impulse (P I) diagram provides designers a useful tool in preliminary strength design and damage assessment. Current approaches to derive P I diagrams… (more)

Subjects/Keywords: Asymptotes; Beams; Blasts; Diagrams; Energy; Fluid shear; Reinforced concrete; Roofs; Structural deflection; Structural members; energyflow  – impact  – loadimpulsediagrams  – sdof

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APA (6th Edition):

Tsai, Y. (2015). Energy Based Load-Impulse Diagrams for Structural Elements. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047698

Chicago Manual of Style (16th Edition):

Tsai, Ying-Kuan. “Energy Based Load-Impulse Diagrams for Structural Elements.” 2015. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0047698.

MLA Handbook (7th Edition):

Tsai, Ying-Kuan. “Energy Based Load-Impulse Diagrams for Structural Elements.” 2015. Web. 18 Sep 2019.

Vancouver:

Tsai Y. Energy Based Load-Impulse Diagrams for Structural Elements. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0047698.

Council of Science Editors:

Tsai Y. Energy Based Load-Impulse Diagrams for Structural Elements. [Doctoral Dissertation]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/UFE0047698

9. Andrade, Ricardo Jorge Ferreira de. Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado.

Degree: 2015, Instituto Politécnico do Porto

Actualmente e cada vez mais, são concebidos e utilizados programas de cálculo automático de Engenharia na realização de projectos de edifícios, que proporcionam aos engenheiros… (more)

Subjects/Keywords: Estados limites de Utilização; Robot Structural Analysis; Fendilhação; Deformação; Service limited State; Robot Structural Analysis; Cracking; Deflection; Estruturas

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APA (6th Edition):

Andrade, R. J. F. d. (2015). Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086

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):

Andrade, Ricardo Jorge Ferreira de. “Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado.” 2015. Thesis, Instituto Politécnico do Porto. Accessed September 18, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086.

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

MLA Handbook (7th Edition):

Andrade, Ricardo Jorge Ferreira de. “Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado.” 2015. Web. 18 Sep 2019.

Vancouver:

Andrade RJFd. Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado. [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2019 Sep 18]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086.

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

Council of Science Editors:

Andrade RJFd. Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado. [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086

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


University of Florida

10. Goh, Chong Yik M. Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 The load deflection curve of laterally restrained reinforced concrete slabs or beams is also the resistance curve that is required for a simplified dynamic analysis… (more)

Subjects/Keywords: Axes of rotation; Beams; Concrete slabs; Curvature; Experimental results; Mechanical springs; Modeling; Steels; Stiffness; Structural deflection; beam  – concrete  – deflection  – membrane  – resistance  – restrained  – slab

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APA (6th Edition):

Goh, C. Y. M. (2013). Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045579

Chicago Manual of Style (16th Edition):

Goh, Chong Yik M. “Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0045579.

MLA Handbook (7th Edition):

Goh, Chong Yik M. “Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs.” 2013. Web. 18 Sep 2019.

Vancouver:

Goh CYM. Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0045579.

Council of Science Editors:

Goh CYM. Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045579


University of Western Ontario

11. Elaghoury, Ziad. Long-Term Deflections of Reinforced Concrete Beams.

Degree: 2019, University of Western Ontario

 The CSA A23.3 code provisions compute the long-term deflection of reinforced concrete flexural members by applying a multiplier to the short-term deflection, essentially ignoring the… (more)

Subjects/Keywords: Reinforced concrete; Long-term deflection; Time-dependent analysis of concrete; Concrete creep; Concrete shrinkage Short-term deflection; Bischoff’s Equation; Effective moment of inertia; Sustained loads; Structural Engineering

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APA (6th Edition):

Elaghoury, Z. (2019). Long-Term Deflections of Reinforced Concrete Beams. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/6496

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):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Thesis, University of Western Ontario. Accessed September 18, 2019. https://ir.lib.uwo.ca/etd/6496.

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

MLA Handbook (7th Edition):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Web. 18 Sep 2019.

Vancouver:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2019 Sep 18]. Available from: https://ir.lib.uwo.ca/etd/6496.

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

Council of Science Editors:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Thesis]. University of Western Ontario; 2019. Available from: https://ir.lib.uwo.ca/etd/6496

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


University of Florida

12. Mcbride,Kenton E. Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 During hurricanes, light-frame wood roofs are subjected to high winds and heavy rainfall. When roofs fail, failure of surrounding structural elements may consequently occur. The… (more)

Subjects/Keywords: Foams; Hurricanes; Moisture content; Plywood; Rain; Roofs; Specimens; Structural deflection; Trusses; Wood; composites  – leakage  – polyurethane  – residential  – roofs  – wind

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

APA (6th Edition):

E, M. (2011). Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042723

Chicago Manual of Style (16th Edition):

E, Mcbride,Kenton. “Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage.” 2011. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0042723.

MLA Handbook (7th Edition):

E, Mcbride,Kenton. “Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage.” 2011. Web. 18 Sep 2019.

Vancouver:

E M. Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0042723.

Council of Science Editors:

E M. Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042723


University of Florida

13. Fang, Jie. Active Suspension System of Quarter Car.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2014, University of Florida

 This research is mainly about the control design, analysis, and simulation of a vehicle suspension system. In order to decrease the vibration of the vehicle,… (more)

Subjects/Keywords: Acceleration; Hydraulic equipment; Hydraulics; Modeling; Predictive modeling; Sliding; Structural deflection; Suspension systems; Velocity; Wheels; control  – suspension  – thesis

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APA (6th Edition):

Fang, J. (2014). Active Suspension System of Quarter Car. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046772

Chicago Manual of Style (16th Edition):

Fang, Jie. “Active Suspension System of Quarter Car.” 2014. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046772.

MLA Handbook (7th Edition):

Fang, Jie. “Active Suspension System of Quarter Car.” 2014. Web. 18 Sep 2019.

Vancouver:

Fang J. Active Suspension System of Quarter Car. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046772.

Council of Science Editors:

Fang J. Active Suspension System of Quarter Car. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046772


University of Florida

14. Golzbein, Jason. Shear Strength of Anchor Steel with Stand-off Base Plate.

Degree: 2010, University of Florida

 The current design of embedded anchors in shear is based on connections where the base plate is mounted flush with the concrete surface. However, cantilever… (more)

Subjects/Keywords: Adhesives; Base courses; Concretes; Diameters; Hydraulics; Nuts; Photographic plates; Shear strength; Steels; Structural deflection; Civil engineering; Shear (Mechanics)

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APA (6th Edition):

Golzbein, J. (2010). Shear Strength of Anchor Steel with Stand-off Base Plate. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00057153

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):

Golzbein, Jason. “Shear Strength of Anchor Steel with Stand-off Base Plate.” 2010. Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/AA00057153.

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

MLA Handbook (7th Edition):

Golzbein, Jason. “Shear Strength of Anchor Steel with Stand-off Base Plate.” 2010. Web. 18 Sep 2019.

Vancouver:

Golzbein J. Shear Strength of Anchor Steel with Stand-off Base Plate. [Internet] [Thesis]. University of Florida; 2010. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/AA00057153.

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

Council of Science Editors:

Golzbein J. Shear Strength of Anchor Steel with Stand-off Base Plate. [Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/AA00057153

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


University of Florida

15. Faraone, Zachary D. Flexible Pipe Response to Increasing Overburden Stress.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Inspection of flexible pipe installation occurs when three feet of soil is placed to make sure the pipe is less than five percent deflected. This… (more)

Subjects/Keywords: Boxes; Credit reports; Lasers; Physician progress reports; Plan view; Soils; Steels; Structural deflection; Trucks; Turnbuckles; box  – flexible  – pipe  – soil

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

APA (6th Edition):

Faraone, Z. D. (2012). Flexible Pipe Response to Increasing Overburden Stress. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044347

Chicago Manual of Style (16th Edition):

Faraone, Zachary D. “Flexible Pipe Response to Increasing Overburden Stress.” 2012. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0044347.

MLA Handbook (7th Edition):

Faraone, Zachary D. “Flexible Pipe Response to Increasing Overburden Stress.” 2012. Web. 18 Sep 2019.

Vancouver:

Faraone ZD. Flexible Pipe Response to Increasing Overburden Stress. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0044347.

Council of Science Editors:

Faraone ZD. Flexible Pipe Response to Increasing Overburden Stress. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044347


University of Florida

16. Anubi, Olugbenga M. Variable Stiffness Suspension System.

Degree: PhD, Mechanical Engineering - Mechanical and Aerospace Engineering, 2013, University of Florida

 Improvements over passive suspension designs is an active area of research. Past approaches utilize one of three techniques; adaptive, semi-active, or fully active suspension. An… (more)

Subjects/Keywords: Acceleration; Damping; Mass; Mechanical springs; Simulations; Sine function; Stiffness; Structural deflection; Suspension systems; Vibration; adaptive  – controls  – nonlinear  – suspension  – system

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

APA (6th Edition):

Anubi, O. M. (2013). Variable Stiffness Suspension System. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045390

Chicago Manual of Style (16th Edition):

Anubi, Olugbenga M. “Variable Stiffness Suspension System.” 2013. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0045390.

MLA Handbook (7th Edition):

Anubi, Olugbenga M. “Variable Stiffness Suspension System.” 2013. Web. 18 Sep 2019.

Vancouver:

Anubi OM. Variable Stiffness Suspension System. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0045390.

Council of Science Editors:

Anubi OM. Variable Stiffness Suspension System. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045390


University of Florida

17. Bialy, Brendan J. Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems.

Degree: PhD, Aerospace Engineering - Mechanical and Aerospace Engineering, 2014, University of Florida

 Store-induced limit cycle oscillations (LCO) affect several fighter aircraft and is expected to remain an issue for next generation fighters. LCO arises from the interaction… (more)

Subjects/Keywords: Aircraft; Aircraft wings; Bending; Control surfaces; Limit cycles; Oscillation; Simulations; Sine function; Structural deflection; Trajectories; aeroelasticity  – control  – nonlinear

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

APA (6th Edition):

Bialy, B. J. (2014). Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046604

Chicago Manual of Style (16th Edition):

Bialy, Brendan J. “Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems.” 2014. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046604.

MLA Handbook (7th Edition):

Bialy, Brendan J. “Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems.” 2014. Web. 18 Sep 2019.

Vancouver:

Bialy BJ. Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046604.

Council of Science Editors:

Bialy BJ. Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems. [Doctoral Dissertation]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046604


University of Florida

18. Buck, Steven. Finite Element Analysis and Experimental Verification for Design of a Wind Tunnel Test Stand.

Degree: 2011, University of Florida

 The University of Florida Aeroacoustic Flow Facility is designed to acquire acoustic measurements in aerodynamic applications. In taking acoustic data, it is imperative to minimize… (more)

Subjects/Keywords: Aerodynamic lift; Airfoils; Beams; Design analysis; Inlets; Modeling; Simulations; Streams; Structural deflection; Wedge bodies; Aeroacoustics; Aerodynamic noise

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

APA (6th Edition):

Buck, S. (2011). Finite Element Analysis and Experimental Verification for Design of a Wind Tunnel Test Stand. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00060121

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):

Buck, Steven. “Finite Element Analysis and Experimental Verification for Design of a Wind Tunnel Test Stand.” 2011. Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/AA00060121.

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

MLA Handbook (7th Edition):

Buck, Steven. “Finite Element Analysis and Experimental Verification for Design of a Wind Tunnel Test Stand.” 2011. Web. 18 Sep 2019.

Vancouver:

Buck S. Finite Element Analysis and Experimental Verification for Design of a Wind Tunnel Test Stand. [Internet] [Thesis]. University of Florida; 2011. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/AA00060121.

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

Council of Science Editors:

Buck S. Finite Element Analysis and Experimental Verification for Design of a Wind Tunnel Test Stand. [Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/AA00060121

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


University of Florida

19. Kim, Byoung. Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2009, University of Florida

 An experimental program was performed to evaluate durability of FRC produced with four fiber types (polypropylene/PP, polyvinyl-alcohol/PVA, hooked-end steel/St, and cellulose/Cell). The effect of cellulose… (more)

Subjects/Keywords: Cements; Chlorides; Electrical resistivity; Paste; Saltwater; Slaked lime; Specimens; Steels; Structural deflection; Test methods; conditioning, crack, degradation, durability, frc, idt, toughness

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

APA (6th Edition):

Kim, B. (2009). Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024858

Chicago Manual of Style (16th Edition):

Kim, Byoung. “Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments.” 2009. Doctoral Dissertation, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0024858.

MLA Handbook (7th Edition):

Kim, Byoung. “Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments.” 2009. Web. 18 Sep 2019.

Vancouver:

Kim B. Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0024858.

Council of Science Editors:

Kim B. Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024858


University of Florida

20. Taylor, Matt. Load Response of Flexible Pipe Subjected to Sustained Loading - Instrumentation.

Degree: 2011, University of Florida

 In spring of 2009, the FDOT decided to test the load response of flexible pipe subjected to sustained loading. Several pieces of instrumentation were needed… (more)

Subjects/Keywords: Boxes; Carts; Data acquisition; Instrumentation; Lasers; Loggers; Potentiometers; Sensors; Soils; Structural deflection; Lasers; Materials – Dynamic testing; Materials – Dynamic testing – Instruments

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

APA (6th Edition):

Taylor, M. (2011). Load Response of Flexible Pipe Subjected to Sustained Loading - Instrumentation. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00060368

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):

Taylor, Matt. “Load Response of Flexible Pipe Subjected to Sustained Loading - Instrumentation.” 2011. Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/AA00060368.

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

MLA Handbook (7th Edition):

Taylor, Matt. “Load Response of Flexible Pipe Subjected to Sustained Loading - Instrumentation.” 2011. Web. 18 Sep 2019.

Vancouver:

Taylor M. Load Response of Flexible Pipe Subjected to Sustained Loading - Instrumentation. [Internet] [Thesis]. University of Florida; 2011. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/AA00060368.

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

Council of Science Editors:

Taylor M. Load Response of Flexible Pipe Subjected to Sustained Loading - Instrumentation. [Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/AA00060368

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


University of Florida

21. Bonsmann, Jarrod. Finite Element Analysis for Use in Fluid Structure Interaction of a High Aspect Ratio Thin Airfoil using Drop-Plies.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2010, University of Florida

 Abstract of Thesis Presented to the Graduate School of the University of Florida in Partial Fulfillment of the Requirements for the Degree of Master of… (more)

Subjects/Keywords: Aluminum; Bending; Composite materials; Eggshells; Material properties; Modeling; Specimens; Strain gauges; Structural deflection; Wind surfing; avl, fea, vic

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

APA (6th Edition):

Bonsmann, J. (2010). Finite Element Analysis for Use in Fluid Structure Interaction of a High Aspect Ratio Thin Airfoil using Drop-Plies. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041819

Chicago Manual of Style (16th Edition):

Bonsmann, Jarrod. “Finite Element Analysis for Use in Fluid Structure Interaction of a High Aspect Ratio Thin Airfoil using Drop-Plies.” 2010. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0041819.

MLA Handbook (7th Edition):

Bonsmann, Jarrod. “Finite Element Analysis for Use in Fluid Structure Interaction of a High Aspect Ratio Thin Airfoil using Drop-Plies.” 2010. Web. 18 Sep 2019.

Vancouver:

Bonsmann J. Finite Element Analysis for Use in Fluid Structure Interaction of a High Aspect Ratio Thin Airfoil using Drop-Plies. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0041819.

Council of Science Editors:

Bonsmann J. Finite Element Analysis for Use in Fluid Structure Interaction of a High Aspect Ratio Thin Airfoil using Drop-Plies. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041819


University of Florida

22. Walters, Robert A. Determination of Barge Flotilla Impact Forces on Flexible Guide Walls.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Current design practices for waterway guidance and protection structures employed by the U.S. Army Corps of Engineers are based on data developed from full-scale impact… (more)

Subjects/Keywords: Barges; Beams; Curvature; Modeling; Parametric models; Simulations; Steels; Stiffness; Structural deflection; Tendons; barge  – dyna  – fea  – flexible  – flotilla  – guide  – impact  – usace  – walls

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

APA (6th Edition):

Walters, R. A. (2012). Determination of Barge Flotilla Impact Forces on Flexible Guide Walls. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043920

Chicago Manual of Style (16th Edition):

Walters, Robert A. “Determination of Barge Flotilla Impact Forces on Flexible Guide Walls.” 2012. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0043920.

MLA Handbook (7th Edition):

Walters, Robert A. “Determination of Barge Flotilla Impact Forces on Flexible Guide Walls.” 2012. Web. 18 Sep 2019.

Vancouver:

Walters RA. Determination of Barge Flotilla Impact Forces on Flexible Guide Walls. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0043920.

Council of Science Editors:

Walters RA. Determination of Barge Flotilla Impact Forces on Flexible Guide Walls. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0043920


University of New Orleans

23. Kalluru, Mallikarjun. One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming.

Degree: MS, Naval Architecture and Marine Engineering, 2017, University of New Orleans

  The concept of using aluminum as the primary construction material for high speed ships and the hydroelastic behavior of the structure is widely gaining… (more)

Subjects/Keywords: Structural Response, Added mass, Plate element, Matrix methods, Finite Element Technique, Newmark-Beta Numerical Method, Slamming, Deflection; Other Engineering

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

APA (6th Edition):

Kalluru, M. (2017). One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2414

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):

Kalluru, Mallikarjun. “One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming.” 2017. Thesis, University of New Orleans. Accessed September 18, 2019. https://scholarworks.uno.edu/td/2414.

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

MLA Handbook (7th Edition):

Kalluru, Mallikarjun. “One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming.” 2017. Web. 18 Sep 2019.

Vancouver:

Kalluru M. One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming. [Internet] [Thesis]. University of New Orleans; 2017. [cited 2019 Sep 18]. Available from: https://scholarworks.uno.edu/td/2414.

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

Council of Science Editors:

Kalluru M. One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming. [Thesis]. University of New Orleans; 2017. Available from: https://scholarworks.uno.edu/td/2414

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


University of Canterbury

24. Chase, J.G. Spectral analysis of semi-actively controlled structures subjected to blast loading.

Degree: Civil and Natural Resources Engineering; University of Canterbury. Mechanical Engineering, 2009, University of Canterbury

 This paper investigates the possibility of controlling the response of typical portal frame structures to blast loading using a combination of semi-active and passive control… (more)

Subjects/Keywords: structural control; semi-active device; blast loading; momentum; free vibration; shear stress; peak displacement; permanent deflection.; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering

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APA (6th Edition):

Chase, J. G. (2009). Spectral analysis of semi-actively controlled structures subjected to blast loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3626

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):

Chase, J G. “Spectral analysis of semi-actively controlled structures subjected to blast loading.” 2009. Thesis, University of Canterbury. Accessed September 18, 2019. http://hdl.handle.net/10092/3626.

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

MLA Handbook (7th Edition):

Chase, J G. “Spectral analysis of semi-actively controlled structures subjected to blast loading.” 2009. Web. 18 Sep 2019.

Vancouver:

Chase JG. Spectral analysis of semi-actively controlled structures subjected to blast loading. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Sep 18]. Available from: http://hdl.handle.net/10092/3626.

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

Council of Science Editors:

Chase JG. Spectral analysis of semi-actively controlled structures subjected to blast loading. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3626

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


University of Akron

25. Yamin, Moh'd. LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA.

Degree: PhD, Civil Engineering, 2007, University of Akron

 An accurate and practical methodology for stability analysis and design of drilled shafts reinforced slopes was developed utilizing limiting equilibrium method of slices. Complex soil… (more)

Subjects/Keywords: Engineering, Civil; landslide stabilization; drilled shafts; limiting equilibrium; finite element; field instrumentation and monitoring; factor of safety; geotechnical; structural; lateral deflection; nonlinear regression; and superposition principle.

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APA (6th Edition):

Yamin, M. (2007). LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1196960547

Chicago Manual of Style (16th Edition):

Yamin, Moh'd. “LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA.” 2007. Doctoral Dissertation, University of Akron. Accessed September 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1196960547.

MLA Handbook (7th Edition):

Yamin, Moh'd. “LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA.” 2007. Web. 18 Sep 2019.

Vancouver:

Yamin M. LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA. [Internet] [Doctoral dissertation]. University of Akron; 2007. [cited 2019 Sep 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1196960547.

Council of Science Editors:

Yamin M. LANDSLIDE STABILIZATION USING A SINGLE ROW OF ROCK-SOCKETED DRILLED SHAFTS AND ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS USING SHAFT DEFLECTION DATA. [Doctoral Dissertation]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1196960547


University of Florida

26. Troner, David B. Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle.

Degree: 2015, University of Florida

 With increasing growth of micro air vehicles and flexible aircraft structures, new ways to control aircraft are needed where conventional trailing edge control surfaces are… (more)

Subjects/Keywords: Aerodynamic lift; Aeroelasticity; Ailerons; Aircraft; Aircraft design; Aircraft roll; Aircraft wings; Stiffness; Structural deflection; Velocity; Aeroelasticity; aerodynamics; aircraft structures; micro air vehicle; wing twist

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APA (6th Edition):

Troner, D. B. (2015). Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00038571

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):

Troner, David B. “Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle.” 2015. Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/AA00038571.

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

MLA Handbook (7th Edition):

Troner, David B. “Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle.” 2015. Web. 18 Sep 2019.

Vancouver:

Troner DB. Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle. [Internet] [Thesis]. University of Florida; 2015. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/AA00038571.

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

Council of Science Editors:

Troner DB. Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle. [Thesis]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/AA00038571

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


University of Florida

27. Vigroux, Nicolas. Approximate Methods for Evaluating Mode Mixity in Delaminated Composites.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2009, University of Florida

 In laminated materials, such as composites, interlaminar damage is one of the major modes of failure. Due to the increasing incorporation of composites into aircraft… (more)

Subjects/Keywords: Cantilever beams; Crack closure; Delamination; Fracture mechanics; Modeling; Phase angle; Plane stress; Structural deflection; Three dimensional modeling; Two dimensional modeling; ctfm, delamination, fea, fracture, mutifidelity, vcct

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APA (6th Edition):

Vigroux, N. (2009). Approximate Methods for Evaluating Mode Mixity in Delaminated Composites. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024103

Chicago Manual of Style (16th Edition):

Vigroux, Nicolas. “Approximate Methods for Evaluating Mode Mixity in Delaminated Composites.” 2009. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0024103.

MLA Handbook (7th Edition):

Vigroux, Nicolas. “Approximate Methods for Evaluating Mode Mixity in Delaminated Composites.” 2009. Web. 18 Sep 2019.

Vancouver:

Vigroux N. Approximate Methods for Evaluating Mode Mixity in Delaminated Composites. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0024103.

Council of Science Editors:

Vigroux N. Approximate Methods for Evaluating Mode Mixity in Delaminated Composites. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024103


University of Florida

28. Schneider, Alexander Wolfgang. Wing Spar Optimization of Radio Controlled Size Aircraft.

Degree: 2016, University of Florida

 This honors thesis shall provide a comprehensive optimization of wing spars for use in radio controlled aircraft. The model aircraft chosen for the experimentation is… (more)

Subjects/Keywords: Aircraft; Aircraft design; Aircraft wings; Carbon fibers; Cost functions; Design analysis; Design engineering; Design optimization; Moduli of elasticity; Structural deflection; Aircraft; Design; Optimization; Spar; Wing

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

APA (6th Edition):

Schneider, A. W. (2016). Wing Spar Optimization of Radio Controlled Size Aircraft. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00046860

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):

Schneider, Alexander Wolfgang. “Wing Spar Optimization of Radio Controlled Size Aircraft.” 2016. Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/AA00046860.

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

MLA Handbook (7th Edition):

Schneider, Alexander Wolfgang. “Wing Spar Optimization of Radio Controlled Size Aircraft.” 2016. Web. 18 Sep 2019.

Vancouver:

Schneider AW. Wing Spar Optimization of Radio Controlled Size Aircraft. [Internet] [Thesis]. University of Florida; 2016. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/AA00046860.

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

Council of Science Editors:

Schneider AW. Wing Spar Optimization of Radio Controlled Size Aircraft. [Thesis]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/AA00046860

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


University of Florida

29. Arce, Manuel A. Passively Compliant Membranes in Low Aspect Ratio Wings.

Degree: MS, Aerospace Engineering - Mechanical and Aerospace Engineering, 2013, University of Florida

 The study of mammalian flight has led to the design of bio inspired micro air vehicles. These micro air vehicles utilize passively compliant membranes to… (more)

Subjects/Keywords: Aerodynamics; Aircraft wings; Airfoil camber; Flat plates; Flow distribution; Near wakes; P branes; Structural deflection; Trailing edges; Velocity; batten-reinforced  – compliant  – fluid-structure  – mav  – membrane

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

APA (6th Edition):

Arce, M. A. (2013). Passively Compliant Membranes in Low Aspect Ratio Wings. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046357

Chicago Manual of Style (16th Edition):

Arce, Manuel A. “Passively Compliant Membranes in Low Aspect Ratio Wings.” 2013. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0046357.

MLA Handbook (7th Edition):

Arce, Manuel A. “Passively Compliant Membranes in Low Aspect Ratio Wings.” 2013. Web. 18 Sep 2019.

Vancouver:

Arce MA. Passively Compliant Membranes in Low Aspect Ratio Wings. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0046357.

Council of Science Editors:

Arce MA. Passively Compliant Membranes in Low Aspect Ratio Wings. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046357


University of Florida

30. Nadel, Adam. A Comparison of an Integrally Stiffened Beaded Panel Made From Stretch Broken Carbon Fiber and a Honeycomb Core Sandwich Panel.

Degree: MS, Aerospace Engineering - Mechanical and Aerospace Engineering, 2009, University of Florida

 Honeycomb core sandwich panels are commonly used in aircraft construction. They provide a buckling-resistant, lighter-weight alternative to the classic skin and stringer aircraft construction. However,… (more)

Subjects/Keywords: Aircraft; Carbon fibers; Corrosion; Geometry; Honeycomb cores; Honeycombs; Laminates; Sandwiches; Skin; Structural deflection; aircraft, bead, broken, carbon, composite, core, corrosion, fiber, honeycomb, panel, sandwich, sbcf, skin, stretch

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nadel, A. (2009). A Comparison of an Integrally Stiffened Beaded Panel Made From Stretch Broken Carbon Fiber and a Honeycomb Core Sandwich Panel. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041283

Chicago Manual of Style (16th Edition):

Nadel, Adam. “A Comparison of an Integrally Stiffened Beaded Panel Made From Stretch Broken Carbon Fiber and a Honeycomb Core Sandwich Panel.” 2009. Masters Thesis, University of Florida. Accessed September 18, 2019. http://ufdc.ufl.edu/UFE0041283.

MLA Handbook (7th Edition):

Nadel, Adam. “A Comparison of an Integrally Stiffened Beaded Panel Made From Stretch Broken Carbon Fiber and a Honeycomb Core Sandwich Panel.” 2009. Web. 18 Sep 2019.

Vancouver:

Nadel A. A Comparison of an Integrally Stiffened Beaded Panel Made From Stretch Broken Carbon Fiber and a Honeycomb Core Sandwich Panel. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Sep 18]. Available from: http://ufdc.ufl.edu/UFE0041283.

Council of Science Editors:

Nadel A. A Comparison of an Integrally Stiffened Beaded Panel Made From Stretch Broken Carbon Fiber and a Honeycomb Core Sandwich Panel. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0041283

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