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You searched for +publisher:"University of Florida" +contributor:("Astarlioglu, Serdar"). Showing records 1 – 12 of 12 total matches.

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University of Florida

1. 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 November 15, 2019. http://ufdc.ufl.edu/UFE0041693.

MLA Handbook (7th Edition):

Tan, Loo. “Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment.” 2010. Web. 15 Nov 2019.

Vancouver:

Tan L. Characterizing a Reinforced Concrete Connection for Progressive Collapse Assessment. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Nov 15]. 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

2. 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 November 15, 2019. http://ufdc.ufl.edu/UFE0044773.

MLA Handbook (7th Edition):

Lavenhagen, David M. “A Numerical Assessment of Direct Shear Behavior in Concrete.” 2012. Web. 15 Nov 2019.

Vancouver:

Lavenhagen DM. A Numerical Assessment of Direct Shear Behavior in Concrete. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2019 Nov 15]. 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

3. 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 November 15, 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. 15 Nov 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 Nov 15]. 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

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

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 November 15, 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. 15 Nov 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 Nov 15]. 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

5. 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 November 15, 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. 15 Nov 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 Nov 15]. 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

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

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 November 15, 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. 15 Nov 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 Nov 15]. 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

7. 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 November 15, 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. 15 Nov 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 Nov 15]. 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

8. 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 November 15, 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. 15 Nov 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 Nov 15]. 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

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

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 November 15, 2019. http://ufdc.ufl.edu/UFE0043187.

MLA Handbook (7th Edition):

Yosef, Hadad,Liran. “Rate Effect in a Cylinder Subjected to Impact.” 2011. Web. 15 Nov 2019.

Vancouver:

Yosef H. Rate Effect in a Cylinder Subjected to Impact. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Nov 15]. 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

10. 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 November 15, 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. 15 Nov 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 Nov 15]. 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

11. 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 November 15, 2019. http://ufdc.ufl.edu/UFE0047698.

MLA Handbook (7th Edition):

Tsai, Ying-Kuan. “Energy Based Load-Impulse Diagrams for Structural Elements.” 2015. Web. 15 Nov 2019.

Vancouver:

Tsai Y. Energy Based Load-Impulse Diagrams for Structural Elements. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Nov 15]. 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

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

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 November 15, 2019. http://ufdc.ufl.edu/UFE0050301.

MLA Handbook (7th Edition):

Wilkes, John R. “An Energy Flow Approach to Progressive Collapse.” 2016. Web. 15 Nov 2019.

Vancouver:

Wilkes JR. An Energy Flow Approach to Progressive Collapse. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Nov 15]. 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

.