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You searched for +publisher:"University of Florida" +contributor:("KRAUTHAMMER,THEODOR"). Showing records 1 – 23 of 23 total matches.

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University of Florida

1. Kim, Jae Yoon. Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes.

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

 Direct shear is recognized as a possible response mechanism in structural concrete systems subjected to severe dynamic loads, and it could lead to catastrophic failure.… (more)

Subjects/Keywords: Ductility; Fast Fourier transformations; Fourier series; Fourier transformations; Geometric planes; High frequencies; Specimens; Statics; Steels; Velocity; frequency  – impact  – shear  – uhpc

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APA (6th Edition):

Kim, J. Y. (2014). Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046851

Chicago Manual of Style (16th Edition):

Kim, Jae Yoon. “Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes.” 2014. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0046851.

MLA Handbook (7th Edition):

Kim, Jae Yoon. “Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes.” 2014. Web. 14 Dec 2019.

Vancouver:

Kim JY. Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0046851.

Council of Science Editors:

Kim JY. Frequency Domain Assessment of Direct Shear in Normal and Ultra-High-Performance Concretes. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046851


University of Florida

2. French, Robin E. Assessment of Direct Shear Behavior in Normal and Ultra-High-Performance Concretes.

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

 Direct Shear is a sudden and catastrophic failure type commonly observed in reinforced concrete structures under highly impulsive dynamic loads, that can lead to sudden… (more)

Subjects/Keywords: Compressive strength; Drop hammers; Lasers; Modeling; Reinforced concrete; Shear stress; Specimens; Statics; Steels; Stirrups; concrete  – impact  – push-off  – shear  – uhpc  – uhpfrc

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APA (6th Edition):

French, R. E. (2014). Assessment of Direct Shear Behavior in Normal and Ultra-High-Performance Concretes. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046738

Chicago Manual of Style (16th Edition):

French, Robin E. “Assessment of Direct Shear Behavior in Normal and Ultra-High-Performance Concretes.” 2014. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0046738.

MLA Handbook (7th Edition):

French, Robin E. “Assessment of Direct Shear Behavior in Normal and Ultra-High-Performance Concretes.” 2014. Web. 14 Dec 2019.

Vancouver:

French RE. Assessment of Direct Shear Behavior in Normal and Ultra-High-Performance Concretes. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0046738.

Council of Science Editors:

French RE. Assessment of Direct Shear Behavior in Normal and Ultra-High-Performance Concretes. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046738


University of Florida

3. Maher, Earl J. Experimental Frequency Analysis of Direct Shear Behavior in Normal Strength and Ultra-High Performance Concretes.

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

 Direct shear is recognized as a possible response mechanism in structural concrete systems subjected to severe dynamic loads, and it can lead to catastrophic failure.… (more)

Subjects/Keywords: Acceleration; Drop hammers; Geometric planes; Modeling; Secant function; Shear stress; Signals; Specimens; Statics; Steels; analysis  – concrete  – design  – direct  – frequency  – impact  – impulsive  – nsc  – protective  – shear  – uhpc

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APA (6th Edition):

Maher, E. J. (2015). Experimental Frequency Analysis of Direct Shear Behavior in Normal Strength and Ultra-High Performance Concretes. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0048959

Chicago Manual of Style (16th Edition):

Maher, Earl J. “Experimental Frequency Analysis of Direct Shear Behavior in Normal Strength and Ultra-High Performance Concretes.” 2015. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0048959.

MLA Handbook (7th Edition):

Maher, Earl J. “Experimental Frequency Analysis of Direct Shear Behavior in Normal Strength and Ultra-High Performance Concretes.” 2015. Web. 14 Dec 2019.

Vancouver:

Maher EJ. Experimental Frequency Analysis of Direct Shear Behavior in Normal Strength and Ultra-High Performance Concretes. [Internet] [Masters thesis]. University of Florida; 2015. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0048959.

Council of Science Editors:

Maher EJ. Experimental Frequency Analysis of Direct Shear Behavior in Normal Strength and Ultra-High Performance Concretes. [Masters Thesis]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/UFE0048959

4. Smith, Mackenzie W. Frequency Analysis of Direct Shear Behaviour in Ultra-High Performance Concrete.

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

 Direct shear is recognized as a possible response mechanism in structural concrete systems subjected to highly impulsive loads, and it can lead to catastrophic failure.… (more)

Subjects/Keywords: Acceleration; Accelerometers; Geometric planes; Secant function; Shear stress; Signals; Specimens; Statics; Steels; Stiffness; cortuf1  – direct  – frequency  – shear  – uhpc

…and Physical Security (CIPPS) at the University of Florida. As such, much of the… …122 12 ABSTRACT 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 Engineering… 

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APA (6th Edition):

Smith, M. W. (2016). Frequency Analysis of Direct Shear Behaviour in Ultra-High Performance Concrete. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050017

Chicago Manual of Style (16th Edition):

Smith, Mackenzie W. “Frequency Analysis of Direct Shear Behaviour in Ultra-High Performance Concrete.” 2016. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0050017.

MLA Handbook (7th Edition):

Smith, Mackenzie W. “Frequency Analysis of Direct Shear Behaviour in Ultra-High Performance Concrete.” 2016. Web. 14 Dec 2019.

Vancouver:

Smith MW. Frequency Analysis of Direct Shear Behaviour in Ultra-High Performance Concrete. [Internet] [Masters thesis]. University of Florida; 2016. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0050017.

Council of Science Editors:

Smith MW. Frequency Analysis of Direct Shear Behaviour in Ultra-High Performance Concrete. [Masters Thesis]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050017


University of Florida

5. Tan, Loo. Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment.

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

 Advanced numerical tools, such as finite element codes, are required for accurate assessment of reinforced concrete frames for progressive collapse mitigation. Previous studies of moment… (more)

Subjects/Keywords: Beams; Compressive stress; Modeling; Reinforced concrete; Shear stress; Simulations; Steels; Stress functions; Stress ratio; Tensile stress; assessment, beam, collapse, column, concrete, connection, element, finite, progressive, reinforced

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APA (6th Edition):

Tan, L. (2010). Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041693

Chicago Manual of Style (16th Edition):

Tan, Loo. “Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment.” 2010. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0041693.

MLA Handbook (7th Edition):

Tan, Loo. “Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment.” 2010. Web. 14 Dec 2019.

Vancouver:

Tan L. Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0041693.

Council of Science Editors:

Tan L. Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041693


University of Florida

6. Lavenhagen, David M. A Numerical Assessment of Direct Shear Behavior in Concrete.

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

 The direct shear behavior of ultra-high performance concrete, specifically Cor-Tuf, is currently unknown. Furthermore, capturing the direct shear response of conventional concrete numerically using the… (more)

Subjects/Keywords: Compressive strength; Compressive stress; Geometric planes; Modeling; Reinforced concrete; Shear stress; Specimens; Steels; Stirrups; Tensile stress; abaqus  – concrete  – direct  – fea  – numerical  – push-off  – shear

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APA (6th Edition):

Lavenhagen, D. M. (2012). A Numerical Assessment of Direct Shear Behavior in Concrete. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044773

Chicago Manual of Style (16th Edition):

Lavenhagen, David M. “A Numerical Assessment of Direct Shear Behavior in Concrete.” 2012. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0044773.

MLA Handbook (7th Edition):

Lavenhagen, David M. “A Numerical Assessment of Direct Shear Behavior in Concrete.” 2012. Web. 14 Dec 2019.

Vancouver:

Lavenhagen DM. A Numerical Assessment of Direct Shear Behavior in Concrete. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0044773.

Council of Science Editors:

Lavenhagen DM. A Numerical Assessment of Direct Shear Behavior in Concrete. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044773


University of Florida

7. 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 December 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 Dec 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 Dec 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

8. Tran, Thien. Effect of Short-Duration-High-Impulse Variable Axial and Transverse Loads on Reinforced Concrete Column.

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

 Previous studies were conducted on the deformations of reinforced concrete columns induced by blast load that combined both axial and transverse loading components. Most of… (more)

Subjects/Keywords: Axial loads; Blasts; Compressive stress; Diagrams; Load forces; Material properties; Reinforced concrete; Steels; Stress strain relationships; Transverse loads

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APA (6th Edition):

Tran, T. (2009). Effect of Short-Duration-High-Impulse Variable Axial and Transverse Loads on Reinforced Concrete Column. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0024511

Chicago Manual of Style (16th Edition):

Tran, Thien. “Effect of Short-Duration-High-Impulse Variable Axial and Transverse Loads on Reinforced Concrete Column.” 2009. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0024511.

MLA Handbook (7th Edition):

Tran, Thien. “Effect of Short-Duration-High-Impulse Variable Axial and Transverse Loads on Reinforced Concrete Column.” 2009. Web. 14 Dec 2019.

Vancouver:

Tran T. Effect of Short-Duration-High-Impulse Variable Axial and Transverse Loads on Reinforced Concrete Column. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0024511.

Council of Science Editors:

Tran T. Effect of Short-Duration-High-Impulse Variable Axial and Transverse Loads on Reinforced Concrete Column. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0024511


University of Florida

9. Koch, Daniel Abraham. Comparison of Reinforced Concrete Beams and COR-TUF Beams under Impact Loading.

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

 Concrete is one of the most widely utilized building materials because of its cost and wide range of applicability. However, as the scale of structures created… (more)

Subjects/Keywords: Beams; Cements; Compressive strength; Compressive stress; Cylinders; Modeling; Reinforced concrete; Specimens; Steels; Strain rate; abaqus  – concrete  – cor-tuf  – dynamic  – elements  – finite  – flexure  – impact  – nsc  – uhpc

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APA (6th Edition):

Koch, D. A. (2012). Comparison of Reinforced Concrete Beams and COR-TUF Beams under Impact Loading. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044799

Chicago Manual of Style (16th Edition):

Koch, Daniel Abraham. “Comparison of Reinforced Concrete Beams and COR-TUF Beams under Impact Loading.” 2012. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0044799.

MLA Handbook (7th Edition):

Koch, Daniel Abraham. “Comparison of Reinforced Concrete Beams and COR-TUF Beams under Impact Loading.” 2012. Web. 14 Dec 2019.

Vancouver:

Koch DA. Comparison of Reinforced Concrete Beams and COR-TUF Beams under Impact Loading. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0044799.

Council of Science Editors:

Koch DA. Comparison of Reinforced Concrete Beams and COR-TUF Beams under Impact Loading. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044799


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 December 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 Dec 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 Dec 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. Caldwell,Tricia A. Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads.

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

 Given the prospective threat of a blast or impact load causing severe damage to a structural element or system, it is critical to investigate and… (more)

Subjects/Keywords: Axial loads; Beams; Blasts; Compressive strength; Concretes; Coordinate systems; Curvature; Plastics; Reinforced concrete; Steels; blast  – column  – concrete  – hinge  – plastic  – uhpc

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APA (6th Edition):

A, C. (2011). Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043402

Chicago Manual of Style (16th Edition):

A, Caldwell,Tricia. “Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads.” 2011. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0043402.

MLA Handbook (7th Edition):

A, Caldwell,Tricia. “Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads.” 2011. Web. 14 Dec 2019.

Vancouver:

A C. Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0043402.

Council of Science Editors:

A C. Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043402


University of Florida

12. 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 December 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 Dec 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 Dec 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

13. Ganz,Avshalom. Theoretical and Numerical Study of a Concrete Cylinder Subjected to an Impact Load.

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

 In the past few decades, many studies have shown an increase in the nominal strength at failure of vary type of materials when subjected to… (more)

Subjects/Keywords: Bending; Buckling; Cylinders; Energy; Failure modes; Inertia; Kinetic energy; Strain rate; Stress waves; Velocity; dynamic  – effect  – elastic  – failure  – rate  – shpb  – strain  – waves

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APA (6th Edition):

Ganz,Avshalom. (2011). Theoretical and Numerical Study of a Concrete Cylinder Subjected to an Impact Load. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043471

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

Chicago Manual of Style (16th Edition):

Ganz,Avshalom. “Theoretical and Numerical Study of a Concrete Cylinder Subjected to an Impact Load.” 2011. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0043471.

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

MLA Handbook (7th Edition):

Ganz,Avshalom. “Theoretical and Numerical Study of a Concrete Cylinder Subjected to an Impact Load.” 2011. Web. 14 Dec 2019.

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

Vancouver:

Ganz,Avshalom. Theoretical and Numerical Study of a Concrete Cylinder Subjected to an Impact Load. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0043471.

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

Council of Science Editors:

Ganz,Avshalom. Theoretical and Numerical Study of a Concrete Cylinder Subjected to an Impact Load. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043471

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


University of Florida

14. Long, Graham A. Numerical Assessment of Reinforced Concrete Members Retrofitted with Fiber Reinforced Polymer for Resisting Blast Loading.

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

 The use of fiber reinforced polymers for the retrofit of existing structures is a common practice in blast protection. The tools used to assess the… (more)

Subjects/Keywords: Beams; Blasts; Compressive stress; Engineering; Modeling; Moduli of elasticity; Reinforced concrete; Shear stress; Steels; Tensile stress; assessment  – blast  – debonding  – fracture  – frp

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APA (6th Edition):

Long, G. A. (2012). Numerical Assessment of Reinforced Concrete Members Retrofitted with Fiber Reinforced Polymer for Resisting Blast Loading. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0044326

Chicago Manual of Style (16th Edition):

Long, Graham A. “Numerical Assessment of Reinforced Concrete Members Retrofitted with Fiber Reinforced Polymer for Resisting Blast Loading.” 2012. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0044326.

MLA Handbook (7th Edition):

Long, Graham A. “Numerical Assessment of Reinforced Concrete Members Retrofitted with Fiber Reinforced Polymer for Resisting Blast Loading.” 2012. Web. 14 Dec 2019.

Vancouver:

Long GA. Numerical Assessment of Reinforced Concrete Members Retrofitted with Fiber Reinforced Polymer for Resisting Blast Loading. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0044326.

Council of Science Editors:

Long GA. Numerical Assessment of Reinforced Concrete Members Retrofitted with Fiber Reinforced Polymer for Resisting Blast Loading. [Masters Thesis]. University of Florida; 2012. Available from: http://ufdc.ufl.edu/UFE0044326


University of Florida

15. Hadad,Liran Yosef. Rate Effect in a Cylinder Subjected to Impact.

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

 In the past few decades, many studies have shown an increase in the nominal strength at failure of vary type of materials when subjected to… (more)

Subjects/Keywords: Compressive stress; Cylinders; Energy; Fracture mechanics; Inertia; Loading rate; Mechanical springs; Specimens; Strain rate; Velocity

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APA (6th Edition):

Yosef, H. (2011). Rate Effect in a Cylinder Subjected to Impact. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043187

Chicago Manual of Style (16th Edition):

Yosef, Hadad,Liran. “Rate Effect in a Cylinder Subjected to Impact.” 2011. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0043187.

MLA Handbook (7th Edition):

Yosef, Hadad,Liran. “Rate Effect in a Cylinder Subjected to Impact.” 2011. Web. 14 Dec 2019.

Vancouver:

Yosef H. Rate Effect in a Cylinder Subjected to Impact. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0043187.

Council of Science Editors:

Yosef H. Rate Effect in a Cylinder Subjected to Impact. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043187


University of Florida

16. KOH,YONG HONG. Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment.

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

 Finite element (FE) codes; an advance numerical tool can be used in the fast and accurate assessment of progressive collapse of building structures. Past research… (more)

Subjects/Keywords: Beams; Compressive stress; Concrete slabs; Modeling; Parametric models; Reinforced concrete; Shear stress; Steels; Structural members; Tensile stress; ABNORMAL  – BEAM  – COLLAPSE  – COLUMN  – CONCRETE  – CONNECTION  – ELEMENT  – FAST  – FINITE  – INTERIOR  – LOADS  – PROGRESSIVE  – REINFORCED  – RUNNING  – SIMPLIFIED  – SLAB  – SUBASSEMBLAGES

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APA (6th Edition):

HONG, K. (2011). Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042946

Chicago Manual of Style (16th Edition):

HONG, KOH,YONG. “Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment.” 2011. Masters Thesis, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0042946.

MLA Handbook (7th Edition):

HONG, KOH,YONG. “Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment.” 2011. Web. 14 Dec 2019.

Vancouver:

HONG K. Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0042946.

Council of Science Editors:

HONG K. Characterizing a Reinforced Concrete Beam-Column-Slab Subassemblage Connection for Progressive Collapse Assessment. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0042946


University of Florida

17. 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 December 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 Dec 2019.

Vancouver:

Tsai Y. Energy Based Load-Impulse Diagrams for Structural Elements. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Dec 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

18. 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 December 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 Dec 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 Dec 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

19. Stone, Michael A. Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact.

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

 Increases in terrorism have led to more interest in protective structures and hardening current facilities. To aid this, new materials have been developed that are… (more)

Subjects/Keywords: concrete  – impact  – nsc  – uhpc  – uhpfrc

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APA (6th Edition):

Stone, M. A. (2017). Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0051812

Chicago Manual of Style (16th Edition):

Stone, Michael A. “Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact.” 2017. Doctoral Dissertation, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0051812.

MLA Handbook (7th Edition):

Stone, Michael A. “Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact.” 2017. Web. 14 Dec 2019.

Vancouver:

Stone MA. Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact. [Internet] [Doctoral dissertation]. University of Florida; 2017. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0051812.

Council of Science Editors:

Stone MA. Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact. [Doctoral Dissertation]. University of Florida; 2017. Available from: http://ufdc.ufl.edu/UFE0051812


University of Florida

20. 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 December 14, 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. 14 Dec 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 Dec 14]. 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

21. 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 December 14, 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. 14 Dec 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 Dec 14]. 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

22. 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 (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 December 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 Dec 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 Dec 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


University of Florida

23. Wilkes, John R. An Energy Flow Approach to Progressive Collapse.

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

Subjects/Keywords: blast; building; collapse; energy; flow; ls-dyna; mid-rise; progressive; steel

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APA (6th Edition):

Wilkes, J. R. (2016). An Energy Flow Approach to Progressive Collapse. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050301

Chicago Manual of Style (16th Edition):

Wilkes, John R. “An Energy Flow Approach to Progressive Collapse.” 2016. Doctoral Dissertation, University of Florida. Accessed December 14, 2019. http://ufdc.ufl.edu/UFE0050301.

MLA Handbook (7th Edition):

Wilkes, John R. “An Energy Flow Approach to Progressive Collapse.” 2016. Web. 14 Dec 2019.

Vancouver:

Wilkes JR. An Energy Flow Approach to Progressive Collapse. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Dec 14]. Available from: http://ufdc.ufl.edu/UFE0050301.

Council of Science Editors:

Wilkes JR. An Energy Flow Approach to Progressive Collapse. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050301

.