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Dept: Civil Engineering - Civil and Coastal Engineering

You searched for subject:(Structural deflection). Showing records 1 – 19 of 19 total matches.

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University of Florida

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

A, PASKEN,KENNETH. “Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading.” 2011. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0042947.

MLA Handbook (7th Edition):

A, PASKEN,KENNETH. “Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading.” 2011. Web. 14 Oct 2019.

Vancouver:

A P. Time Dependent Load Response of Flexible Pipe Subjected to Sustained Loading. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0042947.

Council of Science Editors:

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


University of Florida

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Tsai, Ying-Kuan. “Energy Based Load-Impulse Diagrams for Structural Elements.” 2015. Doctoral Dissertation, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0047698.

MLA Handbook (7th Edition):

Tsai, Ying-Kuan. “Energy Based Load-Impulse Diagrams for Structural Elements.” 2015. Web. 14 Oct 2019.

Vancouver:

Tsai Y. Energy Based Load-Impulse Diagrams for Structural Elements. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0047698.

Council of Science Editors:

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


University of Florida

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Goh, Chong Yik M. “Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs.” 2013. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0045579.

MLA Handbook (7th Edition):

Goh, Chong Yik M. “Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs.” 2013. Web. 14 Oct 2019.

Vancouver:

Goh CYM. Assessment of parameters affecting the resistance of fully restrained reinforced concrete beams or one-way slabs. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0045579.

Council of Science Editors:

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


University of Florida

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

E, Mcbride,Kenton. “Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage.” 2011. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0042723.

MLA Handbook (7th Edition):

E, Mcbride,Kenton. “Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage.” 2011. Web. 14 Oct 2019.

Vancouver:

E M. Wind Uplift Performance of ccSPF-retrofitted Roof Sheathing Subjected to Water Leakage. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0042723.

Council of Science Editors:

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


University of Florida

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Faraone, Zachary D. “Flexible Pipe Response to Increasing Overburden Stress.” 2012. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0044347.

MLA Handbook (7th Edition):

Faraone, Zachary D. “Flexible Pipe Response to Increasing Overburden Stress.” 2012. Web. 14 Oct 2019.

Vancouver:

Faraone ZD. Flexible Pipe Response to Increasing Overburden Stress. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0044347.

Council of Science Editors:

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


University of Florida

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Kim, Byoung. “Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments.” 2009. Doctoral Dissertation, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0024858.

MLA Handbook (7th Edition):

Kim, Byoung. “Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments.” 2009. Web. 14 Oct 2019.

Vancouver:

Kim B. Development Of Conditioning And Test Method For Assessment of Durability of FRC Exposed To Severe Environments. [Internet] [Doctoral dissertation]. University of Florida; 2009. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0024858.

Council of Science Editors:

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


University of Florida

7. 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 October 14, 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. 14 Oct 2019.

Vancouver:

Walters RA. Determination of Barge Flotilla Impact Forces on Flexible Guide Walls. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Oct 14]. 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

8. Foust, Bradley W. Investigation of Compressive Membrane Action in Ultra High Performance Concrete Slab Strips.

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

 Reinforced concrete slabs are found in very common structural systems in both civilian and military applications. The boundary conditions that support the slab play an… (more)

Subjects/Keywords: Blasts; Boundary conditions; Compressive strength; Concrete slabs; Dynamic tests; Experimental results; Reinforced concrete; Static tests; Steels; Structural deflection; compression  – concrete  – membrane  – slab  – uhpc

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APA (6th Edition):

Foust, B. W. (2013). Investigation of Compressive Membrane Action in Ultra High Performance Concrete Slab Strips. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046309

Chicago Manual of Style (16th Edition):

Foust, Bradley W. “Investigation of Compressive Membrane Action in Ultra High Performance Concrete Slab Strips.” 2013. Doctoral Dissertation, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0046309.

MLA Handbook (7th Edition):

Foust, Bradley W. “Investigation of Compressive Membrane Action in Ultra High Performance Concrete Slab Strips.” 2013. Web. 14 Oct 2019.

Vancouver:

Foust BW. Investigation of Compressive Membrane Action in Ultra High Performance Concrete Slab Strips. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0046309.

Council of Science Editors:

Foust BW. Investigation of Compressive Membrane Action in Ultra High Performance Concrete Slab Strips. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046309


University of Florida

9. Ayithi,Aditya. Nonlinear Equivalent Linear Design Method to Determine Unbound Aggregate Base Layer Modulus.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 Mechanistic-Empirical Pavement Design Guidelines (MEPDG) recommends use of material modulus in lieu of structural number for pavement base layer thickness design. Soil modulus is nonlinear… (more)

Subjects/Keywords: Base courses; Granite; Modeling; Moduli of elasticity; Moisture content; Nonlinearity; Pavements; Specimens; Structural deflection; Surgical suction; base  – equivalent  – modulus  – nonlinear  – plaxis  – resonant

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APA (6th Edition):

Ayithi,Aditya. (2011). Nonlinear Equivalent Linear Design Method to Determine Unbound Aggregate Base Layer Modulus. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042785

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

Chicago Manual of Style (16th Edition):

Ayithi,Aditya. “Nonlinear Equivalent Linear Design Method to Determine Unbound Aggregate Base Layer Modulus.” 2011. Doctoral Dissertation, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0042785.

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

MLA Handbook (7th Edition):

Ayithi,Aditya. “Nonlinear Equivalent Linear Design Method to Determine Unbound Aggregate Base Layer Modulus.” 2011. Web. 14 Oct 2019.

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

Vancouver:

Ayithi,Aditya. Nonlinear Equivalent Linear Design Method to Determine Unbound Aggregate Base Layer Modulus. [Internet] [Doctoral dissertation]. University of Florida; 2011. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0042785.

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

Council of Science Editors:

Ayithi,Aditya. Nonlinear Equivalent Linear Design Method to Determine Unbound Aggregate Base Layer Modulus. [Doctoral Dissertation]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042785

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


University of Florida

10. Morency, Dave. Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load.

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

 Reinforced concrete columns may undergo large deformations when subjected to blast load. In addition to static loads that impose flexural, axial and shear effects, a… (more)

Subjects/Keywords: Axial loads; Blasts; Buckling; Compressive stress; Dynamic analysis; Ions; Reinforced concrete; Steels; Stiffness; Structural deflection; analysis, blast, concrete, deformation, dynamic, explosive, large, membrane, reinforced, tension

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APA (6th Edition):

Morency, D. (2010). Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041696

Chicago Manual of Style (16th Edition):

Morency, Dave. “Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load.” 2010. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0041696.

MLA Handbook (7th Edition):

Morency, Dave. “Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load.” 2010. Web. 14 Oct 2019.

Vancouver:

Morency D. Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0041696.

Council of Science Editors:

Morency D. Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041696


University of Florida

11. 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 October 14, 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. 14 Oct 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 Oct 14]. 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

12. Henriquez, Nicholas. Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions.

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

 Close-in localized HE detonations pose a substantial risk to buried RC box-type structures. This study investigated the relationships between the HE charge and its distance… (more)

Subjects/Keywords: Arithmetic mean; Blasts; Boxes; Concrete slabs; Elastic waves; Explosives; Soils; Steels; Structural deflection; Velocity; box, buried, concrete, direct, dsas, explosion, explosions, explosive, explosives, flexure, ground, protective, shear, shock, soil, soils, structure, structures, underground

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APA (6th Edition):

Henriquez, N. (2009). Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024817

Chicago Manual of Style (16th Edition):

Henriquez, Nicholas. “Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions.” 2009. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0024817.

MLA Handbook (7th Edition):

Henriquez, Nicholas. “Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions.” 2009. Web. 14 Oct 2019.

Vancouver:

Henriquez N. Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0024817.

Council of Science Editors:

Henriquez N. Analyzing Buried Reinforced Concrete Structures Subjected to Ground Shock from Underground Localized Explosions. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024817


University of Florida

13. 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 October 14, 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. 14 Oct 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 Oct 14]. 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

14. Brenkus, Natassia Rae. Long Spans with Transportable Precast Prestressed Girders.

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

 A splice design for prestressed precast segments was developed and integrated into a simply-supported 208-ft span of 96-in.-deep I-girders. In the proposed splice design, transportable… (more)

Subjects/Keywords: Concretes; Fatigue; Girders; Prestressing; Specimens; Steels; Strain gauges; Stress cycles; Stress tests; Structural deflection; bridge  – concrete  – coupler  – prestressed  – splice

…244 12-37 Fatigue: Deflection at start and end of tests… …not impact the strength or deflection at ultimate; it did affect ductility and failure mode… …and require careful consideration of the long-term effects of camber and deflection caused… …authors indicate that the final bridge cost was competitive with structural steel. Figure 2-1… 

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APA (6th Edition):

Brenkus, N. R. (2013). Long Spans with Transportable Precast Prestressed Girders. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046383

Chicago Manual of Style (16th Edition):

Brenkus, Natassia Rae. “Long Spans with Transportable Precast Prestressed Girders.” 2013. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0046383.

MLA Handbook (7th Edition):

Brenkus, Natassia Rae. “Long Spans with Transportable Precast Prestressed Girders.” 2013. Web. 14 Oct 2019.

Vancouver:

Brenkus NR. Long Spans with Transportable Precast Prestressed Girders. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0046383.

Council of Science Editors:

Brenkus NR. Long Spans with Transportable Precast Prestressed Girders. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046383


University of Florida

15. Manokhoon, Kitti. Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing.

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

 Five instrumented full-size concrete slabs were constructed and tested under accelerated pavement testing by means of a Heavy Vehicle Simulator (HVS) to study the behavior… (more)

Subjects/Keywords: Calibration; Compressive strength; Concrete slabs; Flexural strength; Moduli of elasticity; Pavements; Sensors; Specimens; Stress ratio; Structural deflection; apt, concrete, feacons, flexural, hvs, maturity, pavement, slab, strain, strength

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APA (6th Edition):

Manokhoon, K. (2007). Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0021687

Chicago Manual of Style (16th Edition):

Manokhoon, Kitti. “Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing.” 2007. Doctoral Dissertation, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0021687.

MLA Handbook (7th Edition):

Manokhoon, Kitti. “Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing.” 2007. Web. 14 Oct 2019.

Vancouver:

Manokhoon K. Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing. [Internet] [Doctoral dissertation]. University of Florida; 2007. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0021687.

Council of Science Editors:

Manokhoon K. Evaluation of Concrete Mixes for Slab Replacement Using the Maturity Method and Accelerated Pavement Testing. [Doctoral Dissertation]. University of Florida; 2007. Available from: http://ufdc.ufl.edu/UFE0021687

16. Fernandez, George A. Wind Load Resistance of Composite Structural Insulated Panel.

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

 The study evaluates the out-of-plane wind load resistance and in-plane shear resistance of a new thermoplastic CSIP developed by the University of Alabama at Birmingham,… (more)

Subjects/Keywords: Data lines; Fasteners; Foams; Framing; Nails; Static pressure; Strain gauges; Structural deflection; Timber; Wind velocity; beam  – composite  – csip  – filled  – foam  – insulated  – panels  – sandwich  – sip  – structural

…52 5-6 48.05 kg/m3 (3 pcf) CSIP Test 1 deflection time history… …55 5-11 48.05 kg/m3 (3 pcf) CSIP Test 2 deflection time history… …57 8 5-15 48.05 kg/m3 (3 pcf) CSIP Test 3 deflection time history… …59 5-19 48.05 kg/m3 (3 pcf) CSIP Test 4 deflection time history… …60 5-22 16.02 kg/m3 (1 pcf) CSIP Test 1 deflection time history… 

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APA (6th Edition):

Fernandez, G. A. (2013). Wind Load Resistance of Composite Structural Insulated Panel. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046410

Chicago Manual of Style (16th Edition):

Fernandez, George A. “Wind Load Resistance of Composite Structural Insulated Panel.” 2013. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0046410.

MLA Handbook (7th Edition):

Fernandez, George A. “Wind Load Resistance of Composite Structural Insulated Panel.” 2013. Web. 14 Oct 2019.

Vancouver:

Fernandez GA. Wind Load Resistance of Composite Structural Insulated Panel. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0046410.

Council of Science Editors:

Fernandez GA. Wind Load Resistance of Composite Structural Insulated Panel. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046410


University of Florida

17. Chee, Kay Hyang. Analysis of Shallow Buried Reinforced Concrete Box Structures Subjected to Airblast Loads.

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

 A numerical method for the dynamic analysis of shallow-buried reinforced concrete box-type structures subjected to air blast loadings is presented in this study. The proposed… (more)

Subjects/Keywords: Blasts; Boxes; Concrete slabs; Failure modes; Load forces; Reinforced concrete; Roofs; Soils; Steels; Structural deflection; airblast, arching, box, concrete, diagram, direct, dynamic, factor, flexural, impulse, load, mass, pressure, reinforced, sdof, shear, slab, soil

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

APA (6th Edition):

Chee, K. H. (2008). Analysis of Shallow Buried Reinforced Concrete Box Structures Subjected to Airblast Loads. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022055

Chicago Manual of Style (16th Edition):

Chee, Kay Hyang. “Analysis of Shallow Buried Reinforced Concrete Box Structures Subjected to Airblast Loads.” 2008. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0022055.

MLA Handbook (7th Edition):

Chee, Kay Hyang. “Analysis of Shallow Buried Reinforced Concrete Box Structures Subjected to Airblast Loads.” 2008. Web. 14 Oct 2019.

Vancouver:

Chee KH. Analysis of Shallow Buried Reinforced Concrete Box Structures Subjected to Airblast Loads. [Internet] [Masters thesis]. University of Florida; 2008. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0022055.

Council of Science Editors:

Chee KH. Analysis of Shallow Buried Reinforced Concrete Box Structures Subjected to Airblast Loads. [Masters Thesis]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0022055

18. Shen, Yan. Assessing the Wind Resistance of Sectional Door Systems for Facilities in Hurricane-Prone Areas through Full- and Component-Scale Experimental Methods and Finite Element Analysis.

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

 Wind-induced failure of garage doors can create a largebreach in the building envelope, which can lead to an adverse internalpressurization and cause cascading failures in… (more)

Subjects/Keywords: Foams; Garages; Hurricanes; Modeling; Sandwiches; Simulations; Skin; Specimens; Structural deflection; Wind pressure; analysis  – composite  – door  – element  – experimental  – finite  – full  – garage  – scale  – structure  – testing

Deflection limits for structural members subjected to wind loads ..................... 173 5-9… …111 4-20 Measured deflection-suction relationships at multiple locations during… …114 4-23 Deflection comparison between FEA results and experimental measurements of door 2… …118 4-25 The effects of missing fasteners connecting U-bars to stiles on structural… …119 4-26 The effects of missing fasteners connecting hinges to stiles on structural… 

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

APA (6th Edition):

Shen, Y. (2013). Assessing the Wind Resistance of Sectional Door Systems for Facilities in Hurricane-Prone Areas through Full- and Component-Scale Experimental Methods and Finite Element Analysis. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046181

Chicago Manual of Style (16th Edition):

Shen, Yan. “Assessing the Wind Resistance of Sectional Door Systems for Facilities in Hurricane-Prone Areas through Full- and Component-Scale Experimental Methods and Finite Element Analysis.” 2013. Doctoral Dissertation, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0046181.

MLA Handbook (7th Edition):

Shen, Yan. “Assessing the Wind Resistance of Sectional Door Systems for Facilities in Hurricane-Prone Areas through Full- and Component-Scale Experimental Methods and Finite Element Analysis.” 2013. Web. 14 Oct 2019.

Vancouver:

Shen Y. Assessing the Wind Resistance of Sectional Door Systems for Facilities in Hurricane-Prone Areas through Full- and Component-Scale Experimental Methods and Finite Element Analysis. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0046181.

Council of Science Editors:

Shen Y. Assessing the Wind Resistance of Sectional Door Systems for Facilities in Hurricane-Prone Areas through Full- and Component-Scale Experimental Methods and Finite Element Analysis. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046181

19. Konn, Victor. Response of Flexible Pipe Subjected to Increasing Overburden Stress.

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

 For flexible pipes installed under roadways, the Florida Department of Transportation requires inspection when backfill reaches 3 feet above the pipe crown or after placement… (more)

Subjects/Keywords: Aluminum; Boxes; Diameters; Elevators; Lasers; Soil mechanics; Soils; Steels; Stress distribution; Structural deflection; aluminum  – box  – construction  – corrugated  – fdot  – flexible  – hdpe  – inspection  – overburden  – pipe  – pressure  – roadway  – soil  – steel  – transportation  – trench

…42 3-11 Three points in 36” HDPE pipe with trench box, deflection versus simulated… …43 3-12 Deflection of 36” HDPE pipe under 9.9ft of simulated overburden over time. ..... 44… …3-13 Deflection comparison of 36” HDPE pipe with trench box tests… …45 3-14 Three points in 36” aluminum pipe, deflection versus simulated overburden. .... 46… …3-15 Deflection of 36” aluminum pipe under 19.5ft of simulated overburden over 24 hours… 

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

APA (6th Edition):

Konn, V. (2013). Response of Flexible Pipe Subjected to Increasing Overburden Stress. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045484

Chicago Manual of Style (16th Edition):

Konn, Victor. “Response of Flexible Pipe Subjected to Increasing Overburden Stress.” 2013. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0045484.

MLA Handbook (7th Edition):

Konn, Victor. “Response of Flexible Pipe Subjected to Increasing Overburden Stress.” 2013. Web. 14 Oct 2019.

Vancouver:

Konn V. Response of Flexible Pipe Subjected to Increasing Overburden Stress. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0045484.

Council of Science Editors:

Konn V. Response of Flexible Pipe Subjected to Increasing Overburden Stress. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045484

.