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You searched for +publisher:"University of Florida" +contributor:("Hamilton, Homer R"). Showing records 1 – 21 of 21 total matches.

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University of Florida

1. Jenner, Kathryn. Alternative Support Structures for Cantilever Signal/Sign Structures.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

 Alternative Support Structures for Cantilever Signal/Sign Structures During the 2004 hurricane season, several anchor embedment failures of the support structures of cantilever signal/sign structures occurred.… (more)

Subjects/Keywords: Annular plates; Base courses; Blowouts; Cantilever plates; Diameters; License plates; Monopoles; Steels; Superstructures; Torsion; anchorage, anchors, cantilever, signs, structures, torsion, wind

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APA (6th Edition):

Jenner, K. (2010). Alternative Support Structures for Cantilever Signal/Sign Structures. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041396

Chicago Manual of Style (16th Edition):

Jenner, Kathryn. “Alternative Support Structures for Cantilever Signal/Sign Structures.” 2010. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0041396.

MLA Handbook (7th Edition):

Jenner, Kathryn. “Alternative Support Structures for Cantilever Signal/Sign Structures.” 2010. Web. 17 Sep 2019.

Vancouver:

Jenner K. Alternative Support Structures for Cantilever Signal/Sign Structures. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0041396.

Council of Science Editors:

Jenner K. Alternative Support Structures for Cantilever Signal/Sign Structures. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041396


University of Florida

2. Currier, Nathan. Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges - Phase II.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2009, 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: Concrete bridges; Concretes; Prestressing; Specimens; Strain gauges; Stress tests; Structural strain; Temperature gradients; Tensile stress; Thermal stress; acoustic, concrete, cracking, emission, equilibrating, gradient, nonlinear, self, stress, thermal

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APA (6th Edition):

Currier, N. (2009). Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges - Phase II. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0025154

Chicago Manual of Style (16th Edition):

Currier, Nathan. “Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges - Phase II.” 2009. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0025154.

MLA Handbook (7th Edition):

Currier, Nathan. “Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges - Phase II.” 2009. Web. 17 Sep 2019.

Vancouver:

Currier N. Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges - Phase II. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0025154.

Council of Science Editors:

Currier N. Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges - Phase II. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0025154


University of Florida

3. Asencio, Rafael. Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions.

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

 Glass fiber-reinforced polymer (GFRP) decks are being used as a replacement for bridge decks, due to their light weight, fast installation time, and high strength.… (more)

Subjects/Keywords: Acoustic emission; Bending; Bridge decks; Load tests; Ratio analysis; Sensors; Serenity; Specimens; Stiffness; Strain gauges; acoustic  – bridge  – deck  – emissions  – fiber  – glass  – polymer  – reinforcement  – tetsting

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APA (6th Edition):

Asencio, R. (2011). Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043840

Chicago Manual of Style (16th Edition):

Asencio, Rafael. “Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions.” 2011. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0043840.

MLA Handbook (7th Edition):

Asencio, Rafael. “Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions.” 2011. Web. 17 Sep 2019.

Vancouver:

Asencio R. Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0043840.

Council of Science Editors:

Asencio R. Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043840


University of Florida

4. Piper, Alexander D. Development of Laboratory Test Method to Replace the Simulated High-Temperature Fluidity Test.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 This report contains a summary of the research performed to develop a replacement for the high temperature grout fluidity (HTGF) test. The HTGF test was… (more)

Subjects/Keywords: Ambient temperature; Cements; Fluid shear; Geometry; Mud; Parallel plates; Rheometers; Shear stress; Stress tests; Viscosity; bridge  – cement  – colloidal  – construction  – dsr  – dynamic  – fluidity  – grout  – mix  – post  – rheology  – rheometer  – shear  – tendon  – tension  – viscosity

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APA (6th Edition):

Piper, A. D. (2012). Development of Laboratory Test Method to Replace the Simulated High-Temperature Fluidity Test. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045125

Chicago Manual of Style (16th Edition):

Piper, Alexander D. “Development of Laboratory Test Method to Replace the Simulated High-Temperature Fluidity Test.” 2012. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0045125.

MLA Handbook (7th Edition):

Piper, Alexander D. “Development of Laboratory Test Method to Replace the Simulated High-Temperature Fluidity Test.” 2012. Web. 17 Sep 2019.

Vancouver:

Piper AD. Development of Laboratory Test Method to Replace the Simulated High-Temperature Fluidity Test. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0045125.

Council of Science Editors:

Piper AD. Development of Laboratory Test Method to Replace the Simulated High-Temperature Fluidity Test. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0045125


University of Florida

5. Ferraro, Christopher. Determination of Test Methods for the Prediction of the Behavior of Mass Concrete.

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

 Hydration at early ages results from chemical and physical processes that take place between Portland cement and water, and is an exothermic process. The resultant… (more)

Subjects/Keywords: Cements; Compressive strength; Fly ash; Heat; Heat measurement; Hydraulic cements; Moduli of elasticity; Mortars; Slag; Specimens; calorimetry, concrete, heat, hydration, isothermal, mass, modulus, semi, strength

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APA (6th Edition):

Ferraro, C. (2009). Determination of Test Methods for the Prediction of the Behavior of Mass Concrete. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041062

Chicago Manual of Style (16th Edition):

Ferraro, Christopher. “Determination of Test Methods for the Prediction of the Behavior of Mass Concrete.” 2009. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0041062.

MLA Handbook (7th Edition):

Ferraro, Christopher. “Determination of Test Methods for the Prediction of the Behavior of Mass Concrete.” 2009. Web. 17 Sep 2019.

Vancouver:

Ferraro C. Determination of Test Methods for the Prediction of the Behavior of Mass Concrete. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0041062.

Council of Science Editors:

Ferraro C. Determination of Test Methods for the Prediction of the Behavior of Mass Concrete. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0041062


University of Florida

6. Singh, Abhay. Load Test and Distribution of Tire Loads in a Gfrp Composite Bridge Deck.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

Florida has largest inventory of moveable bridges in the nation. Most of them employ steel grid as a bridge deck for part of their span.… (more)

Subjects/Keywords: Bridge decks; Girders; Global positioning systems; Load tests; Steels; Strain gauges; Structural deflection; Trucks; Wheel loads; Wheels; bridge, composites, deck, fiber, gps, load, polymer, reinforced, repair, test

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APA (6th Edition):

Singh, A. (2010). Load Test and Distribution of Tire Loads in a Gfrp Composite Bridge Deck. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042632

Chicago Manual of Style (16th Edition):

Singh, Abhay. “Load Test and Distribution of Tire Loads in a Gfrp Composite Bridge Deck.” 2010. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0042632.

MLA Handbook (7th Edition):

Singh, Abhay. “Load Test and Distribution of Tire Loads in a Gfrp Composite Bridge Deck.” 2010. Web. 17 Sep 2019.

Vancouver:

Singh A. Load Test and Distribution of Tire Loads in a Gfrp Composite Bridge Deck. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0042632.

Council of Science Editors:

Singh A. Load Test and Distribution of Tire Loads in a Gfrp Composite Bridge Deck. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0042632


University of Florida

7. Getter, Daniel. A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

 Current practice with regard to designing bridge structures to resist impact loads associated with barge collisions relies upon the use of the AASHTO bridge design… (more)

Subjects/Keywords: Barges; Bridge engineering; Bridge piers; Bridge superstructures; Impact loads; Modeling; Piers; Statics; Stiffness; Superstructures; amplifiation, analysis, barge, bridge, design, dynamic, equivalent, impact, static, vessel

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APA (6th Edition):

Getter, D. (2010). A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041749

Chicago Manual of Style (16th Edition):

Getter, Daniel. “A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification.” 2010. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0041749.

MLA Handbook (7th Edition):

Getter, Daniel. “A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification.” 2010. Web. 17 Sep 2019.

Vancouver:

Getter D. A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0041749.

Council of Science Editors:

Getter D. A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041749


University of Florida

8. 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 (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 17, 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. 17 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 17]. 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 Florida

9. Ross, Brandon E. Function and Design of Confinement Reinforcement in Pretensioned Concrete I-Girders.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Confinement reinforcement is placed near the end of pretensioned concrete I-girders to enclose prestressing strands in the bottom flange. Experimental and analytical test programs were… (more)

Subjects/Keywords: Load tests; Pipe flanges; Plate girders; Prestressing; Specimens; Steels; Stiffness; Strain gauges; Stress distribution; Tensile stress; bridge  – concrete  – confinement  – design  – girder  – pretensioned  – reinforcement  – splitting

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APA (6th Edition):

Ross, B. E. (2012). Function and Design of Confinement Reinforcement in Pretensioned Concrete I-Girders. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044574

Chicago Manual of Style (16th Edition):

Ross, Brandon E. “Function and Design of Confinement Reinforcement in Pretensioned Concrete I-Girders.” 2012. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0044574.

MLA Handbook (7th Edition):

Ross, Brandon E. “Function and Design of Confinement Reinforcement in Pretensioned Concrete I-Girders.” 2012. Web. 17 Sep 2019.

Vancouver:

Ross BE. Function and Design of Confinement Reinforcement in Pretensioned Concrete I-Girders. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0044574.

Council of Science Editors:

Ross BE. Function and Design of Confinement Reinforcement in Pretensioned Concrete I-Girders. [Doctoral Dissertation]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044574


University of Florida

10. Stewart, Andrew. Study of Cement – Epoxy Interfaces, Accelerated Testing, and Surface Modification.

Degree: PhD, Materials Science and Engineering, 2012, University of Florida

 Adhesion between concrete and fiber reinforced polymer (FRP) repair materials is of great importance for increasing the longevity of damaged surfaces in civil infrastructure in… (more)

Subjects/Keywords: Cements; Hydrogen; Mechanical properties; Molecules; Paste; Polymers; Silanes; Surface water; Water samples; Water temperature; accelerated  – cement  – epoxy  – interface  – modification

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APA (6th Edition):

Stewart, A. (2012). Study of Cement – Epoxy Interfaces, Accelerated Testing, and Surface Modification. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044049

Chicago Manual of Style (16th Edition):

Stewart, Andrew. “Study of Cement – Epoxy Interfaces, Accelerated Testing, and Surface Modification.” 2012. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0044049.

MLA Handbook (7th Edition):

Stewart, Andrew. “Study of Cement – Epoxy Interfaces, Accelerated Testing, and Surface Modification.” 2012. Web. 17 Sep 2019.

Vancouver:

Stewart A. Study of Cement – Epoxy Interfaces, Accelerated Testing, and Surface Modification. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0044049.

Council of Science Editors:

Stewart A. Study of Cement – Epoxy Interfaces, Accelerated Testing, and Surface Modification. [Doctoral Dissertation]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044049


University of Florida

11. Davis, Todd M. Sustained Load Performance of Adhesive Anchor Systems in Concrete.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Stemming from a tragic failure of an adhesive anchor system, this research project investigated the sustained load performance of adhesive anchors in concrete under different… (more)

Subjects/Keywords: Adhesives; Concretes; Creep tests; Diameters; Load tests; Shear stress; Specimens; Steels; Stress ratio; Stress tests; adhesive  – anchor  – concrete  – creep  – sustained

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APA (6th Edition):

Davis, T. M. (2012). Sustained Load Performance of Adhesive Anchor Systems in Concrete. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044501

Chicago Manual of Style (16th Edition):

Davis, Todd M. “Sustained Load Performance of Adhesive Anchor Systems in Concrete.” 2012. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0044501.

MLA Handbook (7th Edition):

Davis, Todd M. “Sustained Load Performance of Adhesive Anchor Systems in Concrete.” 2012. Web. 17 Sep 2019.

Vancouver:

Davis TM. Sustained Load Performance of Adhesive Anchor Systems in Concrete. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0044501.

Council of Science Editors:

Davis TM. Sustained Load Performance of Adhesive Anchor Systems in Concrete. [Doctoral Dissertation]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044501


University of Florida

12. Liu, Changhua. Mechanical Tests on Epoxy Resin Nanoscale Modulus Measurement and Long Term Creep Behavior.

Degree: PhD, Materials Science and Engineering, 2012, University of Florida

 With the advancement of nanotechnology, the characterization of materials at the nano-scale has become a challenging yet important task. Amplitude Modulation (AM) Atomic Force Microscopy… (more)

Subjects/Keywords: Adhesives; Amplitude; Cantilevers; Creep tests; Differential equations; Epoxy resins; Imaging; Polymers; Stress tests; Tests of compliance; afm  – creep  – epoxy  – nanotechnology

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APA (6th Edition):

Liu, C. (2012). Mechanical Tests on Epoxy Resin Nanoscale Modulus Measurement and Long Term Creep Behavior. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044060

Chicago Manual of Style (16th Edition):

Liu, Changhua. “Mechanical Tests on Epoxy Resin Nanoscale Modulus Measurement and Long Term Creep Behavior.” 2012. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0044060.

MLA Handbook (7th Edition):

Liu, Changhua. “Mechanical Tests on Epoxy Resin Nanoscale Modulus Measurement and Long Term Creep Behavior.” 2012. Web. 17 Sep 2019.

Vancouver:

Liu C. Mechanical Tests on Epoxy Resin Nanoscale Modulus Measurement and Long Term Creep Behavior. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0044060.

Council of Science Editors:

Liu C. Mechanical Tests on Epoxy Resin Nanoscale Modulus Measurement and Long Term Creep Behavior. [Doctoral Dissertation]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044060


University of Florida

13. CHOI,SUNGWON. Study of Hygrothermal Effects and Cure Kinetics on the Structure-Property Relations of Epoxy-Amine Thermosets Fundamental Analysis and Application.

Degree: PhD, Materials Science and Engineering, 2011, University of Florida

 For decades, epoxy systems have shown outstanding physical properties for various applications such as coatings, adhesives, and structural composites, providing high performance of strength, stiffness,… (more)

Subjects/Keywords: Adhesives; Amines; Durability; Epoxy compounds; Kinetics; Polymers; Silanes; Sloping terrain; Water immersion; Water temperature; ADHESIVES  – EPOXY  – HYGROTHERMAL  – INTERFACES  – KINETICS  – POLYMERIZATION  – THERMOSETS

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APA (6th Edition):

CHOI,SUNGWON. (2011). Study of Hygrothermal Effects and Cure Kinetics on the Structure-Property Relations of Epoxy-Amine Thermosets Fundamental Analysis and Application. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042863

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

CHOI,SUNGWON. “Study of Hygrothermal Effects and Cure Kinetics on the Structure-Property Relations of Epoxy-Amine Thermosets Fundamental Analysis and Application.” 2011. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0042863.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

CHOI,SUNGWON. “Study of Hygrothermal Effects and Cure Kinetics on the Structure-Property Relations of Epoxy-Amine Thermosets Fundamental Analysis and Application.” 2011. Web. 17 Sep 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

CHOI,SUNGWON. Study of Hygrothermal Effects and Cure Kinetics on the Structure-Property Relations of Epoxy-Amine Thermosets Fundamental Analysis and Application. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0042863.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

CHOI,SUNGWON. Study of Hygrothermal Effects and Cure Kinetics on the Structure-Property Relations of Epoxy-Amine Thermosets Fundamental Analysis and Application. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042863

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Florida

14. Bui, Long. Development of an Impact-breakaway, Wind-resistant Base Connection for Multi-post Ground Signs.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

 Roadside signs play an important role in traffic control systems and must be placed adjacent to roadways. If they are not designed, fabricated and installed… (more)

Subjects/Keywords: Boundary layer separation; Breakaway supports; Coefficient of friction; Modeling; Pendulums; Pipe flanges; Posts; Sign supports; Simulations; Steels; analysis, breakaway, collision, dynamics, friction, impact, pendulum, roadside, sign, wind

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APA (6th Edition):

Bui, L. (2010). Development of an Impact-breakaway, Wind-resistant Base Connection for Multi-post Ground Signs. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042531

Chicago Manual of Style (16th Edition):

Bui, Long. “Development of an Impact-breakaway, Wind-resistant Base Connection for Multi-post Ground Signs.” 2010. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0042531.

MLA Handbook (7th Edition):

Bui, Long. “Development of an Impact-breakaway, Wind-resistant Base Connection for Multi-post Ground Signs.” 2010. Web. 17 Sep 2019.

Vancouver:

Bui L. Development of an Impact-breakaway, Wind-resistant Base Connection for Multi-post Ground Signs. [Internet] [Doctoral dissertation]. University of Florida; 2010. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0042531.

Council of Science Editors:

Bui L. Development of an Impact-breakaway, Wind-resistant Base Connection for Multi-post Ground Signs. [Doctoral Dissertation]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0042531


University of Florida

15. Davidson, Michael T. Simplified Dynamic Barge Collision Analysis for Bridge Pier Design.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 The American Association of State and Highway Transportation Officials barge impact provisions, pertaining to bridges spanning navigable waterways, utilize a static force approach to determine… (more)

Subjects/Keywords: Barges; Bridge engineering; Bridge piers; Experimental data; Modeling; Payloads; Piers; Statics; Stiffness; Superstructures; barge, bridge, collision, design

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APA (6th Edition):

Davidson, M. T. (2007). Simplified Dynamic Barge Collision Analysis for Bridge Pier Design. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021472

Chicago Manual of Style (16th Edition):

Davidson, Michael T. “Simplified Dynamic Barge Collision Analysis for Bridge Pier Design.” 2007. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0021472.

MLA Handbook (7th Edition):

Davidson, Michael T. “Simplified Dynamic Barge Collision Analysis for Bridge Pier Design.” 2007. Web. 17 Sep 2019.

Vancouver:

Davidson MT. Simplified Dynamic Barge Collision Analysis for Bridge Pier Design. [Internet] [Masters thesis]. University of Florida; 2007. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0021472.

Council of Science Editors:

Davidson MT. Simplified Dynamic Barge Collision Analysis for Bridge Pier Design. [Masters Thesis]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021472


University of Florida

16. Ciancone, Gianni G. Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 The objective of this study was to evaluate the behavior of standard hooks that are made using high strength reinforcing bars and tested in tension.… (more)

Subjects/Keywords: Diameters; Ductility; Specimens; Stainless steels; Steels; Stirrups; Stress tests; Struts; Yield point; Yield strength; anchorage, bond, development, ductility, hooked, reinforcement

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APA (6th Edition):

Ciancone, G. G. (2007). Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021814

Chicago Manual of Style (16th Edition):

Ciancone, Gianni G. “Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement.” 2007. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0021814.

MLA Handbook (7th Edition):

Ciancone, Gianni G. “Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement.” 2007. Web. 17 Sep 2019.

Vancouver:

Ciancone GG. Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement. [Internet] [Masters thesis]. University of Florida; 2007. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0021814.

Council of Science Editors:

Ciancone GG. Behavior of Standard Hook Anchorage Made with Corrosion Resistant Reinforcement. [Masters Thesis]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021814


University of Florida

17. Van Etten, Nathaniel. Effect of Environment on the Stiffness of Carbon Fiber Reinforced Polymer Repaired Concrete.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2008, University of Florida

 The use of carbon fiber reinforced polymer (CFRP) composites for repair and strengthening of concrete has been become increasingly popular in recent years. In the… (more)

Subjects/Keywords: Composite materials; Concretes; Failure modes; Laminates; Specimens; Stiffness; Structural deflection; Temperature control; Water immersion; Water temperature; environment, epoxy, moisture, stiffness

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APA (6th Edition):

Van Etten, N. (2008). Effect of Environment on the Stiffness of Carbon Fiber Reinforced Polymer Repaired Concrete. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022708

Chicago Manual of Style (16th Edition):

Van Etten, Nathaniel. “Effect of Environment on the Stiffness of Carbon Fiber Reinforced Polymer Repaired Concrete.” 2008. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0022708.

MLA Handbook (7th Edition):

Van Etten, Nathaniel. “Effect of Environment on the Stiffness of Carbon Fiber Reinforced Polymer Repaired Concrete.” 2008. Web. 17 Sep 2019.

Vancouver:

Van Etten N. Effect of Environment on the Stiffness of Carbon Fiber Reinforced Polymer Repaired Concrete. [Internet] [Masters thesis]. University of Florida; 2008. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0022708.

Council of Science Editors:

Van Etten N. Effect of Environment on the Stiffness of Carbon Fiber Reinforced Polymer Repaired Concrete. [Masters Thesis]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0022708


University of Florida

18. Tsai, Yen-Chih. Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2008, University of Florida

 The Florida Department of Transportation (FDOT) recently completed construction on a small concrete bridge constructed with precast, pretensioned piles located in a coastal environment. Six… (more)

Subjects/Keywords: Corrosion; Durability; Electrical resistivity; Electrodes; Fenders; Sensors; Skin; Steels; Titanium; Velocity; capacity, capwap, corrosion, durability, edc, pda, piles, potentials, pozzolans

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APA (6th Edition):

Tsai, Y. (2008). Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022792

Chicago Manual of Style (16th Edition):

Tsai, Yen-Chih. “Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement.” 2008. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0022792.

MLA Handbook (7th Edition):

Tsai, Yen-Chih. “Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement.” 2008. Web. 17 Sep 2019.

Vancouver:

Tsai Y. Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement. [Internet] [Masters thesis]. University of Florida; 2008. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0022792.

Council of Science Editors:

Tsai Y. Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement. [Masters Thesis]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0022792


University of Florida

19. Llanos, Gustavo. Shear Capacity of Post-Tensioned Concrete Girders without Shear Reinforcement.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2008, University of Florida

 The objective of this study was to evaluate the behavior of post-tensioned I-girders with end blocks. The beams had two parabolic tendons and two straight… (more)

Subjects/Keywords: Beams; Chloroprene resins; Instrumentation; Prestressing; Steels; Stiffness; Strain gauges; Stress tests; Struts; Tendons; bearing, bridge, concrete, condition, elastic, friction, girders, losses, post, pt, seating, stressing, tensioning

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APA (6th Edition):

Llanos, G. (2008). Shear Capacity of Post-Tensioned Concrete Girders without Shear Reinforcement. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022760

Chicago Manual of Style (16th Edition):

Llanos, Gustavo. “Shear Capacity of Post-Tensioned Concrete Girders without Shear Reinforcement.” 2008. Masters Thesis, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0022760.

MLA Handbook (7th Edition):

Llanos, Gustavo. “Shear Capacity of Post-Tensioned Concrete Girders without Shear Reinforcement.” 2008. Web. 17 Sep 2019.

Vancouver:

Llanos G. Shear Capacity of Post-Tensioned Concrete Girders without Shear Reinforcement. [Internet] [Masters thesis]. University of Florida; 2008. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0022760.

Council of Science Editors:

Llanos G. Shear Capacity of Post-Tensioned Concrete Girders without Shear Reinforcement. [Masters Thesis]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0022760


University of Florida

20. Vivas, Enrique A. Allowable Limits for Conductivity Test Methods and Diffusion Coefficient Prediction of Concrete Structures Exposed to Marine Environments.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 This work details research conducted on methods used to rapidly determine the resistance of concrete to the penetration of chloride ions. These methods, based on… (more)

Subjects/Keywords: Calcium; Chlorides; Compressive strength; Conductivity; Corrosion; Diffusion coefficient; Electrical resistivity; Fumes; Ions; Nitrites; concrete, conductivity, diffusion, durability, permeability, rcp, resistivity

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APA (6th Edition):

Vivas, E. A. (2007). Allowable Limits for Conductivity Test Methods and Diffusion Coefficient Prediction of Concrete Structures Exposed to Marine Environments. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021765

Chicago Manual of Style (16th Edition):

Vivas, Enrique A. “Allowable Limits for Conductivity Test Methods and Diffusion Coefficient Prediction of Concrete Structures Exposed to Marine Environments.” 2007. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0021765.

MLA Handbook (7th Edition):

Vivas, Enrique A. “Allowable Limits for Conductivity Test Methods and Diffusion Coefficient Prediction of Concrete Structures Exposed to Marine Environments.” 2007. Web. 17 Sep 2019.

Vancouver:

Vivas EA. Allowable Limits for Conductivity Test Methods and Diffusion Coefficient Prediction of Concrete Structures Exposed to Marine Environments. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0021765.

Council of Science Editors:

Vivas EA. Allowable Limits for Conductivity Test Methods and Diffusion Coefficient Prediction of Concrete Structures Exposed to Marine Environments. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021765


University of Florida

21. Cowan, David R. Development of Time-History and Response Spectrum Analysis Procedures for Determining Bridge Response to Barge Impact Loading.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2007, University of Florida

 Bridge structures that span navigable waterways are inherently at risk for barge collision incidents, and as such, must be designed for impact loading. Current design… (more)

Subjects/Keywords: Barges; Bridge engineering; Bridge piers; Design analysis; Impact loads; Modeling; Piers; Ship bridges; Stiffness; Velocity; analysis, barge, bridge, dynamic, impact, response, spectrum

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

APA (6th Edition):

Cowan, D. R. (2007). Development of Time-History and Response Spectrum Analysis Procedures for Determining Bridge Response to Barge Impact Loading. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021594

Chicago Manual of Style (16th Edition):

Cowan, David R. “Development of Time-History and Response Spectrum Analysis Procedures for Determining Bridge Response to Barge Impact Loading.” 2007. Doctoral Dissertation, University of Florida. Accessed September 17, 2019. http://ufdc.ufl.edu/UFE0021594.

MLA Handbook (7th Edition):

Cowan, David R. “Development of Time-History and Response Spectrum Analysis Procedures for Determining Bridge Response to Barge Impact Loading.” 2007. Web. 17 Sep 2019.

Vancouver:

Cowan DR. Development of Time-History and Response Spectrum Analysis Procedures for Determining Bridge Response to Barge Impact Loading. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Sep 17]. Available from: http://ufdc.ufl.edu/UFE0021594.

Council of Science Editors:

Cowan DR. Development of Time-History and Response Spectrum Analysis Procedures for Determining Bridge Response to Barge Impact Loading. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021594

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