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You searched for +publisher:"University of Florida" +contributor:("CONSOLAZIO,GARY R"). Showing records 1 – 30 of 32 total matches.

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University of Florida

1. Rodrigues, Charles Rosario. Determination of Barge Flotilla Impact Loads on Pile Founded Concrete Guide Walls with Rock Filled Timber Cribbing.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 The objective of this study was to quantify peak impact forces due to barge flotilla impacts on pile founded concrete guide walls with rock filled… (more)

Subjects/Keywords: Barges; Dams; Diameters; Eggshells; Modeling; Parametric models; Rockfills; Simulations; Stiffness; Timber; finite-element  – guide-walls  – impact  – mrld3  – rock-fill

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APA (6th Edition):

Rodrigues, C. R. (2014). Determination of Barge Flotilla Impact Loads on Pile Founded Concrete Guide Walls with Rock Filled Timber Cribbing. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046771

Chicago Manual of Style (16th Edition):

Rodrigues, Charles Rosario. “Determination of Barge Flotilla Impact Loads on Pile Founded Concrete Guide Walls with Rock Filled Timber Cribbing.” 2014. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0046771.

MLA Handbook (7th Edition):

Rodrigues, Charles Rosario. “Determination of Barge Flotilla Impact Loads on Pile Founded Concrete Guide Walls with Rock Filled Timber Cribbing.” 2014. Web. 21 Nov 2019.

Vancouver:

Rodrigues CR. Determination of Barge Flotilla Impact Loads on Pile Founded Concrete Guide Walls with Rock Filled Timber Cribbing. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0046771.

Council of Science Editors:

Rodrigues CR. Determination of Barge Flotilla Impact Loads on Pile Founded Concrete Guide Walls with Rock Filled Timber Cribbing. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046771


University of Florida

2. Honig, Jeffrey M. Distribution Factors for Construction Loads and Girder Capacity Equations.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2017, University of Florida

 During the process of constructing a highway bridge, there are several construction stages that warrant consideration from a structural safety and design perspective. The first… (more)

Subjects/Keywords: construction  – construction-load  – distribution  – distribution-factor  – factor  – girder  – girder-stability  – load  – stability  – sweep  – thermal  – thermal-sweep  – wind

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APA (6th Edition):

Honig, J. M. (2017). Distribution Factors for Construction Loads and Girder Capacity Equations. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0051616

Chicago Manual of Style (16th Edition):

Honig, Jeffrey M. “Distribution Factors for Construction Loads and Girder Capacity Equations.” 2017. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0051616.

MLA Handbook (7th Edition):

Honig, Jeffrey M. “Distribution Factors for Construction Loads and Girder Capacity Equations.” 2017. Web. 21 Nov 2019.

Vancouver:

Honig JM. Distribution Factors for Construction Loads and Girder Capacity Equations. [Internet] [Masters thesis]. University of Florida; 2017. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0051616.

Council of Science Editors:

Honig JM. Distribution Factors for Construction Loads and Girder Capacity Equations. [Masters Thesis]. University of Florida; 2017. Available from: http://ufdc.ufl.edu/UFE0051616


University of Florida

3. Innocent, Douglas G. Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

 The primary objective of this study was to develop a high capacity breakaway connection, with the capacity to resist 150 mph design wind loads with… (more)

Subjects/Keywords: Acceleration; Accelerometers; Boundary layer separation; Breakaway supports; Impact tests; Impact velocity; Posts; Simulations; Statics; Steels; acceleration  – breakaway  – engineering  – hardware  – impact  – occupant  – ridedown  – roadside  – safety  – structural  – velocity

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APA (6th Edition):

Innocent, D. G. (2016). Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050496

Chicago Manual of Style (16th Edition):

Innocent, Douglas G. “Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs.” 2016. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0050496.

MLA Handbook (7th Edition):

Innocent, Douglas G. “Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs.” 2016. Web. 21 Nov 2019.

Vancouver:

Innocent DG. Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs. [Internet] [Masters thesis]. University of Florida; 2016. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0050496.

Council of Science Editors:

Innocent DG. Design of a High Capacity Breakaway Connection for Multi-Post Ground Signs. [Masters Thesis]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050496


University of Florida

4. Beery, Megan Salvetti. Experimental Validation of Bracing Recommendations for Long-Span Concrete Girders.

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

 During the construction process, flexible support conditions provided by steel reinforced neoprene bearing pads supporting precast, prestressed girders may allow the girders to become unstable,… (more)

Subjects/Keywords: Axial loads; Buckling; Coastal engineering; Cylinders; Girders; Modeling; Moduli of elasticity; Simulations; Steels; Stiffness; instability  – stiffness

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APA (6th Edition):

Beery, M. S. (2012). Experimental Validation of Bracing Recommendations for Long-Span Concrete Girders. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044226

Chicago Manual of Style (16th Edition):

Beery, Megan Salvetti. “Experimental Validation of Bracing Recommendations for Long-Span Concrete Girders.” 2012. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0044226.

MLA Handbook (7th Edition):

Beery, Megan Salvetti. “Experimental Validation of Bracing Recommendations for Long-Span Concrete Girders.” 2012. Web. 21 Nov 2019.

Vancouver:

Beery MS. Experimental Validation of Bracing Recommendations for Long-Span Concrete Girders. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0044226.

Council of Science Editors:

Beery MS. Experimental Validation of Bracing Recommendations for Long-Span Concrete Girders. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044226


University of Florida

5. Randell, Alexander J. Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Post-tensioning (PT) tendons are typically composed of bundles of prestressing strand that are placed inside a duct, which is filled with a cementitious grout to… (more)

Subjects/Keywords: Admixtures; Cements; Filler materials; Hydraulic cements; Moisture content; Mud; Tendons; Viscosity; Water flow; Water temperature; bridges  – corrosion  – duct  – grout  – post-tensioning  – steel

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APA (6th Edition):

Randell, A. J. (2013). Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046416

Chicago Manual of Style (16th Edition):

Randell, Alexander J. “Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection.” 2013. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0046416.

MLA Handbook (7th Edition):

Randell, Alexander J. “Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection.” 2013. Web. 21 Nov 2019.

Vancouver:

Randell AJ. Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0046416.

Council of Science Editors:

Randell AJ. Segregation of Post-Tensioning Grout during Full Scale Mixing and Injection. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046416


University of Florida

6. 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 November 21, 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. 21 Nov 2019.

Vancouver:

Asencio R. Damage Evaluation of Glass Fiber Reinforced Polymer Decks Using Acoustic Emissions. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Nov 21]. 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

7. Ravishankar, Bharani P. Deterministic and Reliability Based Optimization of Integrated Thermal Protection System Composite Panel using Adaptive Sampling Techniques.

Degree: PhD, Mechanical Engineering - Mechanical and Aerospace Engineering, 2012, University of Florida

 Conventional space vehicles have thermal protection systems (TPS) that provide protection to an underlying structure that carries the flight loads. In an attempt to save… (more)

Subjects/Keywords: Boundary conditions; Buckling; Design optimization; Estimate reliability; Estimation methods; Finite element analysis; Modeling; Monte Carlo methods; Random variables; Stiffness; deterministic  – homogenization  – optimization  – reliability-based

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APA (6th Edition):

Ravishankar, B. P. (2012). Deterministic and Reliability Based Optimization of Integrated Thermal Protection System Composite Panel using Adaptive Sampling Techniques. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043944

Chicago Manual of Style (16th Edition):

Ravishankar, Bharani P. “Deterministic and Reliability Based Optimization of Integrated Thermal Protection System Composite Panel using Adaptive Sampling Techniques.” 2012. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0043944.

MLA Handbook (7th Edition):

Ravishankar, Bharani P. “Deterministic and Reliability Based Optimization of Integrated Thermal Protection System Composite Panel using Adaptive Sampling Techniques.” 2012. Web. 21 Nov 2019.

Vancouver:

Ravishankar BP. Deterministic and Reliability Based Optimization of Integrated Thermal Protection System Composite Panel using Adaptive Sampling Techniques. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0043944.

Council of Science Editors:

Ravishankar BP. Deterministic and Reliability Based Optimization of Integrated Thermal Protection System Composite Panel using Adaptive Sampling Techniques. [Doctoral Dissertation]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0043944


University of Florida

8. Abdullah, Abm. A Tendon Monitoring Framework for Unbonded Post-Tensioned Bridges Based on Anchor Strain Response.

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

 Post-tensioned segmental bridges are common throughout the U.S.; however, in recent years, the incidence of tendon failure in bonded post-tensioned bridges has raised questions regarding… (more)

Subjects/Keywords: Coefficient of friction; Contact wire; Modeling; Prestressing; Sensors; Strain gauges; Structural strain; Tendons; Wedge bodies; Wires; anchorage  – breakage  – bridge  – contact  – finite-element  – post-tensioning  – strand  – tendon  – unbonded  – wire

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APA (6th Edition):

Abdullah, A. (2015). A Tendon Monitoring Framework for Unbonded Post-Tensioned Bridges Based on Anchor Strain Response. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0049562

Chicago Manual of Style (16th Edition):

Abdullah, Abm. “A Tendon Monitoring Framework for Unbonded Post-Tensioned Bridges Based on Anchor Strain Response.” 2015. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0049562.

MLA Handbook (7th Edition):

Abdullah, Abm. “A Tendon Monitoring Framework for Unbonded Post-Tensioned Bridges Based on Anchor Strain Response.” 2015. Web. 21 Nov 2019.

Vancouver:

Abdullah A. A Tendon Monitoring Framework for Unbonded Post-Tensioned Bridges Based on Anchor Strain Response. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0049562.

Council of Science Editors:

Abdullah A. A Tendon Monitoring Framework for Unbonded Post-Tensioned Bridges Based on Anchor Strain Response. [Doctoral Dissertation]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/UFE0049562


University of Florida

9. 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 November 21, 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. 21 Nov 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 Nov 21]. 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

10. Edwards, Samuel T III. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 The first objective of this study was to develop procedures for determining bracing forces during bridge construction. Numerical finite element models and analysis techniques were… (more)

Subjects/Keywords: Aerodynamic coefficients; Braces; Bridge decks; Databases; Drag coefficient; Geometric angles; Girder bridges; Girders; Plate girders; Torque; brace  – bridge  – construction  – loads  – wind

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APA (6th Edition):

Edwards, S. T. I. (2014). Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046731

Chicago Manual of Style (16th Edition):

Edwards, Samuel T III. “Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.” 2014. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0046731.

MLA Handbook (7th Edition):

Edwards, Samuel T III. “Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction.” 2014. Web. 21 Nov 2019.

Vancouver:

Edwards STI. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0046731.

Council of Science Editors:

Edwards STI. Determination of Brace Forces Caused by Construction Loads and Wind Loads during Bridge Construction. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046731


University of Florida

11. 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 November 21, 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. 21 Nov 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 Nov 21]. 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

12. 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 November 21, 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. 21 Nov 2019.

Vancouver:

Walters RA. Determination of Barge Flotilla Impact Forces on Flexible Guide Walls. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Nov 21]. 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

13. Kantrales, George C. Evaluation of Barge Flotilla Aberrancy Rates and Inter-Barge Relative Motions for the Analysis and Design of Waterway Bridge Structures Subject to Barge Collisions.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

 Waterway barges are commonly employed throughout the world to transport various types of commodities in bulk. Due to the significant mass of individual barges and… (more)

Subjects/Keywords: Barges; Bridge engineering; Bridge piers; Bridge railings; Highway bridges; Piers; Railroad bridges; Ship bridges; Simulations; Waterways; barge  – bridge  – design  – impact

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APA (6th Edition):

Kantrales, G. C. (2016). Evaluation of Barge Flotilla Aberrancy Rates and Inter-Barge Relative Motions for the Analysis and Design of Waterway Bridge Structures Subject to Barge Collisions. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050228

Chicago Manual of Style (16th Edition):

Kantrales, George C. “Evaluation of Barge Flotilla Aberrancy Rates and Inter-Barge Relative Motions for the Analysis and Design of Waterway Bridge Structures Subject to Barge Collisions.” 2016. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0050228.

MLA Handbook (7th Edition):

Kantrales, George C. “Evaluation of Barge Flotilla Aberrancy Rates and Inter-Barge Relative Motions for the Analysis and Design of Waterway Bridge Structures Subject to Barge Collisions.” 2016. Web. 21 Nov 2019.

Vancouver:

Kantrales GC. Evaluation of Barge Flotilla Aberrancy Rates and Inter-Barge Relative Motions for the Analysis and Design of Waterway Bridge Structures Subject to Barge Collisions. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0050228.

Council of Science Editors:

Kantrales GC. Evaluation of Barge Flotilla Aberrancy Rates and Inter-Barge Relative Motions for the Analysis and Design of Waterway Bridge Structures Subject to Barge Collisions. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050228


University of Florida

14. Peng, Xinlai. Modeling Vulnerability of Residential Buildings to Multiple Hazards.

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

 The majority of Florida 19 million residents live at or near a hurricane- or tornado-prone area, and their homes are very susceptible to these extreme… (more)

Subjects/Keywords: Buildings; Damage tolerant engineering; Engineering; Flood damage; Floods; Hurricanes; Modeling; Roofs; Storm damage; Wind velocity; fragility  – hurricane  – surge  – tornado  – vulnerability

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APA (6th Edition):

Peng, X. (2015). Modeling Vulnerability of Residential Buildings to Multiple Hazards. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0049177

Chicago Manual of Style (16th Edition):

Peng, Xinlai. “Modeling Vulnerability of Residential Buildings to Multiple Hazards.” 2015. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0049177.

MLA Handbook (7th Edition):

Peng, Xinlai. “Modeling Vulnerability of Residential Buildings to Multiple Hazards.” 2015. Web. 21 Nov 2019.

Vancouver:

Peng X. Modeling Vulnerability of Residential Buildings to Multiple Hazards. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0049177.

Council of Science Editors:

Peng X. Modeling Vulnerability of Residential Buildings to Multiple Hazards. [Doctoral Dissertation]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/UFE0049177


University of Florida

15. Guan, Shanyue. Smart Radar Sensor for Structural Health Monitoring.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2017, University of Florida

 Structural health monitoring technologies have developed quickly in last two decades in an effort to achieve structural and operational safety of civil infrastructure. However, many… (more)

Subjects/Keywords: bridge  – monitoring  – radar

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APA (6th Edition):

Guan, S. (2017). Smart Radar Sensor for Structural Health Monitoring. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0051469

Chicago Manual of Style (16th Edition):

Guan, Shanyue. “Smart Radar Sensor for Structural Health Monitoring.” 2017. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0051469.

MLA Handbook (7th Edition):

Guan, Shanyue. “Smart Radar Sensor for Structural Health Monitoring.” 2017. Web. 21 Nov 2019.

Vancouver:

Guan S. Smart Radar Sensor for Structural Health Monitoring. [Internet] [Doctoral dissertation]. University of Florida; 2017. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0051469.

Council of Science Editors:

Guan S. Smart Radar Sensor for Structural Health Monitoring. [Doctoral Dissertation]. University of Florida; 2017. Available from: http://ufdc.ufl.edu/UFE0051469


University of Florida

16. Thiyya Kkandi, Sudheesh. Study of Grouted Deep Foundations in Cohesionless Soils.

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

 Grouting of deep foundation subsequent to installation hasbecome popular due to its effectiveness in improving axial capacity underserviceable displacement. Post tip grouting of drilled shafts… (more)

Subjects/Keywords: Axial stress; Diameters; Load tests; Residual stress; Shear stress; Skin friction; Skin resistance; Soils; Stress tests; Test chambers; drilledshaft  – fem  – foundation  – grouting  – interaction  – jetting  – pile  – resistance

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APA (6th Edition):

Thiyya Kkandi, S. (2013). Study of Grouted Deep Foundations in Cohesionless Soils. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045294

Chicago Manual of Style (16th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0045294.

MLA Handbook (7th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Web. 21 Nov 2019.

Vancouver:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0045294.

Council of Science Editors:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045294


University of Florida

17. Szyniszewski, Stefan. Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach.

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

 An energy based, quantitative analysis of collapse propagation in steel framed buildings was developed in this work. Column buckling energy was proposed as a necessary… (more)

Subjects/Keywords: Buckling; Buildings; Energy; Energy absorption; Internal energy; Kinetic energy; Modeling; Simulations; Statics; Steels; abnormal, accidental, buckling, building, collapse, column, damage, dyna, dynamics, element, energy, extreme, failure, finite, flow, frame, load, method, progressive, robustness, simulation, steel, terrorism

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APA (6th Edition):

Szyniszewski, S. (2009). Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022897

Chicago Manual of Style (16th Edition):

Szyniszewski, Stefan. “Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach.” 2009. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0022897.

MLA Handbook (7th Edition):

Szyniszewski, Stefan. “Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach.” 2009. Web. 21 Nov 2019.

Vancouver:

Szyniszewski S. Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0022897.

Council of Science Editors:

Szyniszewski S. Progressive Collapse of Moment Resisting Steel Framed Buildings Quantitative Analysis Based Energy Approach. [Doctoral Dissertation]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0022897


University of Florida

18. Getter, Daniel J. Validation and Implementation of Bridge Design Specifications for Barge Impact Loading.

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

 Since 1991 in the United States, the design of highway bridges to resist collisions by errant waterway vessels has been carried out in accordance with… (more)

Subjects/Keywords: Barges; Bridge members; Bridge piers; Impact loads; Modeling; Piers; Risk analysis; Ship bridges; Simulations; Strain rate; barge  – bridge  – collision  – constiutive  – design  – impact  – modeling  – risk  – vessel

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

APA (6th Edition):

Getter, D. J. (2013). Validation and Implementation of Bridge Design Specifications for Barge Impact Loading. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045792

Chicago Manual of Style (16th Edition):

Getter, Daniel J. “Validation and Implementation of Bridge Design Specifications for Barge Impact Loading.” 2013. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0045792.

MLA Handbook (7th Edition):

Getter, Daniel J. “Validation and Implementation of Bridge Design Specifications for Barge Impact Loading.” 2013. Web. 21 Nov 2019.

Vancouver:

Getter DJ. Validation and Implementation of Bridge Design Specifications for Barge Impact Loading. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0045792.

Council of Science Editors:

Getter DJ. Validation and Implementation of Bridge Design Specifications for Barge Impact Loading. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045792


University of Florida

19. Datin, Peter. Structural Load Paths in Low-Rise, Wood-Framed Structures.

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

 Light-framed wood residential buildings continue to suffer damage from extreme wind events, even at wind speeds below design levels. One of the major findings in… (more)

Subjects/Keywords: Buildings; Gables; Hurricanes; Modeling; Roofs; Scale modeling; Stiffness; Tributaries; Trusses; Wood

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APA (6th Edition):

Datin, P. (2010). Structural Load Paths in Low-Rise, Wood-Framed Structures. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042347

Chicago Manual of Style (16th Edition):

Datin, Peter. “Structural Load Paths in Low-Rise, Wood-Framed Structures.” 2010. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0042347.

MLA Handbook (7th Edition):

Datin, Peter. “Structural Load Paths in Low-Rise, Wood-Framed Structures.” 2010. Web. 21 Nov 2019.

Vancouver:

Datin P. Structural Load Paths in Low-Rise, Wood-Framed Structures. [Internet] [Doctoral dissertation]. University of Florida; 2010. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0042347.

Council of Science Editors:

Datin P. Structural Load Paths in Low-Rise, Wood-Framed Structures. [Doctoral Dissertation]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0042347


University of Florida

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

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 November 21, 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. 21 Nov 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 Nov 21]. 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

21. Chung, Jinsang. Stress-Resultant Based Elasto-Plastic Analysis of Structures.

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

 The demand of nonlinear analysis for adesign of building and civil structures has continuously been increased due to earthquakeloadings. For a large structure, the nonlinear… (more)

Subjects/Keywords: Acceleration; Bending; Curvature; Dynamic analysis; Earthquakes; Girder bridges; Modeling; Nonlinearity; Resultants; Steels; elasto-plastic  – nonlinear  – plate  – stress-resultant

…109 9 Abstract of Dissertation Presented to the Graduate School of the University of… …Florida in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy STRESS… 

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APA (6th Edition):

Chung, J. (2013). Stress-Resultant Based Elasto-Plastic Analysis of Structures. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045899

Chicago Manual of Style (16th Edition):

Chung, Jinsang. “Stress-Resultant Based Elasto-Plastic Analysis of Structures.” 2013. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0045899.

MLA Handbook (7th Edition):

Chung, Jinsang. “Stress-Resultant Based Elasto-Plastic Analysis of Structures.” 2013. Web. 21 Nov 2019.

Vancouver:

Chung J. Stress-Resultant Based Elasto-Plastic Analysis of Structures. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0045899.

Council of Science Editors:

Chung J. Stress-Resultant Based Elasto-Plastic Analysis of Structures. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045899

22. Yan, Yu. Evaluation of a New Methodology to Assess the Effect of Reclaimed Asphalt Pavement (RAP) Gradation and Content on Mixture Cracking Performance.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

 The main objectives of this study were: 1) to evaluate the effect of RAP gradation on mixture cracking performance; 2) to determine whether high RAP… (more)

Subjects/Keywords: Asphalt; Asphalt pavements; Binding materials; Ovens; Polymers; Specimens; Stiffness; Tensile strength; Transportation; Viscosity; cracking  – fracture  – gradation  – rap  – superpave

…18 Abstract of Dissertation Presented to the Graduate School of the University of Florida… …developed at the University of Florida not only provides a reliable measurement of binder fracture… 

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APA (6th Edition):

Yan, Y. (2016). Evaluation of a New Methodology to Assess the Effect of Reclaimed Asphalt Pavement (RAP) Gradation and Content on Mixture Cracking Performance. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050328

Chicago Manual of Style (16th Edition):

Yan, Yu. “Evaluation of a New Methodology to Assess the Effect of Reclaimed Asphalt Pavement (RAP) Gradation and Content on Mixture Cracking Performance.” 2016. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0050328.

MLA Handbook (7th Edition):

Yan, Yu. “Evaluation of a New Methodology to Assess the Effect of Reclaimed Asphalt Pavement (RAP) Gradation and Content on Mixture Cracking Performance.” 2016. Web. 21 Nov 2019.

Vancouver:

Yan Y. Evaluation of a New Methodology to Assess the Effect of Reclaimed Asphalt Pavement (RAP) Gradation and Content on Mixture Cracking Performance. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0050328.

Council of Science Editors:

Yan Y. Evaluation of a New Methodology to Assess the Effect of Reclaimed Asphalt Pavement (RAP) Gradation and Content on Mixture Cracking Performance. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050328

23. Harper, Zachary S. Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations.

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

 A key objective of this study was to experimentally quantify wind load coefficients (drag, torque, and lift) for common bridge girder shapes, and to quantify… (more)

Subjects/Keywords: Aerodynamic coefficients; Braces; Drag coefficient; Girder bridges; Girders; Plate girders; Stiffness; Struts; System capacity; Torque; bearing  – bridge  – buckling  – construction  – drag  – girder  – stability  – wind

…Presented to the Graduate School of the University of Florida in Partial Fulfillment of the… 

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APA (6th Edition):

Harper, Z. S. (2013). Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045616

Chicago Manual of Style (16th Edition):

Harper, Zachary S. “Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations.” 2013. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0045616.

MLA Handbook (7th Edition):

Harper, Zachary S. “Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations.” 2013. Web. 21 Nov 2019.

Vancouver:

Harper ZS. Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0045616.

Council of Science Editors:

Harper ZS. Bridge Girder Drag Coefficients and Wind-Related Bracing Recommendations. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045616


University of Florida

24. 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 November 21, 2019. http://ufdc.ufl.edu/UFE0021472.

MLA Handbook (7th Edition):

Davidson, Michael T. “Simplified Dynamic Barge Collision Analysis for Bridge Pier Design.” 2007. Web. 21 Nov 2019.

Vancouver:

Davidson MT. Simplified Dynamic Barge Collision Analysis for Bridge Pier Design. [Internet] [Masters thesis]. University of Florida; 2007. [cited 2019 Nov 21]. 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

25. Hu, Zhihong. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.

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

 The Florida Department of Transportation (FDOT) began developing a geotech-material-construction database that includes information on piles and drilled shafts, specifically, in-situ data (SPT, CPT, etc.)… (more)

Subjects/Keywords: Bridge piers; Cementation; Load tests; Penetrometers; R factors; Silts; Skin friction; Sleeves; Soils; Test data; axial, capacity, cemented, cpt, dtp, lrfd, sand

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APA (6th Edition):

Hu, Z. (2007). Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021528

Chicago Manual of Style (16th Edition):

Hu, Zhihong. “Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.” 2007. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0021528.

MLA Handbook (7th Edition):

Hu, Zhihong. “Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data.” 2007. Web. 21 Nov 2019.

Vancouver:

Hu Z. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0021528.

Council of Science Editors:

Hu Z. Updating Florida Department of Transportation's (FDOT) Pile/Shaft Design Procedures Based on CPT and DTP Data. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021528


University of Florida

26. 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 November 21, 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. 21 Nov 2019.

Vancouver:

Tsai Y. Implementation of Highly Reactive Pozzolans in the Key Royale Bridge Replacement. [Internet] [Masters thesis]. University of Florida; 2008. [cited 2019 Nov 21]. 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

27. Groetaers, Matias. Pendulum Impact Testing of Metallic, Non-Metallic, and Hybrid Sign Posts.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

Subjects/Keywords: Acceleration; Aluminum; Boundary layer separation; Deformation; High speed cameras; Honeycombs; Modeling; Posts; Simulations; Statics; hybrid

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APA (6th Edition):

Groetaers, M. (2014). Pendulum Impact Testing of Metallic, Non-Metallic, and Hybrid Sign Posts. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046720

Chicago Manual of Style (16th Edition):

Groetaers, Matias. “Pendulum Impact Testing of Metallic, Non-Metallic, and Hybrid Sign Posts.” 2014. Masters Thesis, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0046720.

MLA Handbook (7th Edition):

Groetaers, Matias. “Pendulum Impact Testing of Metallic, Non-Metallic, and Hybrid Sign Posts.” 2014. Web. 21 Nov 2019.

Vancouver:

Groetaers M. Pendulum Impact Testing of Metallic, Non-Metallic, and Hybrid Sign Posts. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0046720.

Council of Science Editors:

Groetaers M. Pendulum Impact Testing of Metallic, Non-Metallic, and Hybrid Sign Posts. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046720


University of Florida

28. Brenkus, Natassia Rae. Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2016, University of Florida

Subjects/Keywords: bridge; concrete; post-tensioning; prestressed; unbonded; wax

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APA (6th Edition):

Brenkus, N. R. (2016). Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050659

Chicago Manual of Style (16th Edition):

Brenkus, Natassia Rae. “Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing.” 2016. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0050659.

MLA Handbook (7th Edition):

Brenkus, Natassia Rae. “Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing.” 2016. Web. 21 Nov 2019.

Vancouver:

Brenkus NR. Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0050659.

Council of Science Editors:

Brenkus NR. Ultimate Strength of Post-Tensioned Girders with Mixed Bonded and Unbonded Prestressing. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050659


University of Florida

29. Mahama, Farouk. Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges.

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

 This dissertation presents the results of a series of tests aimed at quantifying self equilibrating thermal stresses caused by AASHTO design nonlinear thermal gradients in… (more)

Subjects/Keywords: Centroids; Compressive stress; Concrete bridges; Moduli of elasticity; Pipe flanges; Strain gauges; Temperature gradients; Thermal stress; Thermocouples; Water temperature; bridges, concrete, gradient, prestressed, segmental, stress, temperature, thermal

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APA (6th Edition):

Mahama, F. (2007). Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021684

Chicago Manual of Style (16th Edition):

Mahama, Farouk. “Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges.” 2007. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0021684.

MLA Handbook (7th Edition):

Mahama, Farouk. “Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges.” 2007. Web. 21 Nov 2019.

Vancouver:

Mahama F. Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0021684.

Council of Science Editors:

Mahama F. Validation of Stresses Caused by Thermal Gradients in Segmental Concrete Bridges. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021684


University of Florida

30. Allen, Damon. Stiffness Evaluation of Neoprene Bearing Pads under Long-Term Loads.

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

 The objective of this research project was to evaluate the affect of shear strain rate on the shear modulus in steel reinforced neoprene bearing pads.… (more)

Subjects/Keywords: Bridge bearings; Chloroprene resins; Compressive stress; Elastomers; Rubber; Shear modulus; Shear stress; Steels; Stiffness; Strain rate; bearing, bridge, long, modulus, noeprene, rate, shear, strain, time

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APA (6th Edition):

Allen, D. (2008). Stiffness Evaluation of Neoprene Bearing Pads under Long-Term Loads. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024062

Chicago Manual of Style (16th Edition):

Allen, Damon. “Stiffness Evaluation of Neoprene Bearing Pads under Long-Term Loads.” 2008. Doctoral Dissertation, University of Florida. Accessed November 21, 2019. http://ufdc.ufl.edu/UFE0024062.

MLA Handbook (7th Edition):

Allen, Damon. “Stiffness Evaluation of Neoprene Bearing Pads under Long-Term Loads.” 2008. Web. 21 Nov 2019.

Vancouver:

Allen D. Stiffness Evaluation of Neoprene Bearing Pads under Long-Term Loads. [Internet] [Doctoral dissertation]. University of Florida; 2008. [cited 2019 Nov 21]. Available from: http://ufdc.ufl.edu/UFE0024062.

Council of Science Editors:

Allen D. Stiffness Evaluation of Neoprene Bearing Pads under Long-Term Loads. [Doctoral Dissertation]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0024062

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