Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · date | New search

You searched for subject:(Structural deflection). Showing records 1 – 30 of 151 total matches.

[1] [2] [3] [4] [5] [6]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

▼ Search Limiters


Virginia Tech

1. Kong, Hye-Eun. Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 During an earthquake, columns in a one-story building must support vertical gravity loads while undergoing large lateral drifts associated with deflections of the vertical seismic… (more)

Subjects/Keywords: Hollow Structural Section; Tube Columns; Lateral Seismic Drift; Diaphragm Deflection; Column Design Methods; Combined Loading

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kong, H. (2019). Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/94024

Chicago Manual of Style (16th Edition):

Kong, Hye-Eun. “Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift.” 2019. Masters Thesis, Virginia Tech. Accessed October 22, 2019. http://hdl.handle.net/10919/94024.

MLA Handbook (7th Edition):

Kong, Hye-Eun. “Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift.” 2019. Web. 22 Oct 2019.

Vancouver:

Kong H. Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/10919/94024.

Council of Science Editors:

Kong H. Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/94024


University of Western Ontario

2. Elaghoury, Ziad. Long-Term Deflections of Reinforced Concrete Beams.

Degree: 2019, University of Western Ontario

 The CSA A23.3 code provisions compute the long-term deflection of reinforced concrete flexural members by applying a multiplier to the short-term deflection, essentially ignoring the… (more)

Subjects/Keywords: Reinforced concrete; Long-term deflection; Time-dependent analysis of concrete; Concrete creep; Concrete shrinkage Short-term deflection; Bischoff’s Equation; Effective moment of inertia; Sustained loads; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Elaghoury, Z. (2019). Long-Term Deflections of Reinforced Concrete Beams. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/6496

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Thesis, University of Western Ontario. Accessed October 22, 2019. https://ir.lib.uwo.ca/etd/6496.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Web. 22 Oct 2019.

Vancouver:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2019 Oct 22]. Available from: https://ir.lib.uwo.ca/etd/6496.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Thesis]. University of Western Ontario; 2019. Available from: https://ir.lib.uwo.ca/etd/6496

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Jönköping University

3. Gustavsson, Victor. En kapacitetsjämförelse mellan stålförstärktaträbalkar, limträ och konstruktionsvirke.

Degree: Civil Engineeering and Lighting Science, 2019, Jönköping University

Purpose: Throughout the years numerous studies have been made that concludes thatcombining steel and wood results in improved strength. Under optimal conditions woodis an… (more)

Subjects/Keywords: flitch beam; glulam; structural wood; deflection; moment capacity; shear capacity; buckling; limträ; konstruktionsvirke; nedböjning; moment kapacitet; tvärkrafts kapacitet; vippning; Civil Engineering; Samhällsbyggnadsteknik

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gustavsson, V. (2019). En kapacitetsjämförelse mellan stålförstärktaträbalkar, limträ och konstruktionsvirke. (Thesis). Jönköping University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-45418

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Gustavsson, Victor. “En kapacitetsjämförelse mellan stålförstärktaträbalkar, limträ och konstruktionsvirke.” 2019. Thesis, Jönköping University. Accessed October 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-45418.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Gustavsson, Victor. “En kapacitetsjämförelse mellan stålförstärktaträbalkar, limträ och konstruktionsvirke.” 2019. Web. 22 Oct 2019.

Vancouver:

Gustavsson V. En kapacitetsjämförelse mellan stålförstärktaträbalkar, limträ och konstruktionsvirke. [Internet] [Thesis]. Jönköping University; 2019. [cited 2019 Oct 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-45418.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Gustavsson V. En kapacitetsjämförelse mellan stålförstärktaträbalkar, limträ och konstruktionsvirke. [Thesis]. Jönköping University; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-45418

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Western Ontario

4. van Weerdhuizen, Marcie. Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures.

Degree: 2018, University of Western Ontario

 In a world of aging infrastructure, sustainability initiatives require additional investment in the assessment of existing reinforced concrete structures. Reliability-based assessment should minimize costs by… (more)

Subjects/Keywords: Reinforced concrete; reliability; assessment; ductility; deflection; plasticity; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

van Weerdhuizen, M. (2018). Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5979

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

van Weerdhuizen, Marcie. “Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures.” 2018. Thesis, University of Western Ontario. Accessed October 22, 2019. https://ir.lib.uwo.ca/etd/5979.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

van Weerdhuizen, Marcie. “Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures.” 2018. Web. 22 Oct 2019.

Vancouver:

van Weerdhuizen M. Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures. [Internet] [Thesis]. University of Western Ontario; 2018. [cited 2019 Oct 22]. Available from: https://ir.lib.uwo.ca/etd/5979.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

van Weerdhuizen M. Aversion and Warning Factors for Assessing Existing Reinforced Concrete Structures. [Thesis]. University of Western Ontario; 2018. Available from: https://ir.lib.uwo.ca/etd/5979

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

5. Formánek, Pavel. Statické řešení rodinného domu .

Degree: 2018, Brno University of Technology

 Diplomová práce je rozdělená na dvě části. V první části se autor zabývá návrhem železobetonových nosných konstrukcí (stropní deska, obvodová stěna, schodiště). Tyto konstrukce byly… (more)

Subjects/Keywords: Rodinný dům; 3D a 2D modely; zatížení; návrh nosných konstrukcí; železobetonová deska; stěna a schodiště; výkresová dokumenace; tuhost podpor; průhyb; ohybové momenty; posudek; Family house; 3D and 2D models; load; structural designs; reinforced concrete slab; wall and stairway; drawings; stiffness of supports; deflection; bending moments; assessment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Formánek, P. (2018). Statické řešení rodinného domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70356

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Formánek, Pavel. “Statické řešení rodinného domu .” 2018. Thesis, Brno University of Technology. Accessed October 22, 2019. http://hdl.handle.net/11012/70356.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Formánek, Pavel. “Statické řešení rodinného domu .” 2018. Web. 22 Oct 2019.

Vancouver:

Formánek P. Statické řešení rodinného domu . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11012/70356.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Formánek P. Statické řešení rodinného domu . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70356

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Florida Atlantic University

6. Khamaru, Satarupa. Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System.

Degree: MS, 2018, Florida Atlantic University

In any infrastructure project, monitoring and managing the built assets is an important task. Structural Health Monitoring (SHM) is meant for continuous assessment of safety… (more)

Subjects/Keywords: Structural health monitoring.; Bridges – Evaluation.; Deflection.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khamaru, S. (2018). Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System. (Masters Thesis). Florida Atlantic University. Retrieved from http://fau.digital.flvc.org/islandora/object/fau:40737

Chicago Manual of Style (16th Edition):

Khamaru, Satarupa. “Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System.” 2018. Masters Thesis, Florida Atlantic University. Accessed October 22, 2019. http://fau.digital.flvc.org/islandora/object/fau:40737.

MLA Handbook (7th Edition):

Khamaru, Satarupa. “Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System.” 2018. Web. 22 Oct 2019.

Vancouver:

Khamaru S. Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System. [Internet] [Masters thesis]. Florida Atlantic University; 2018. [cited 2019 Oct 22]. Available from: http://fau.digital.flvc.org/islandora/object/fau:40737.

Council of Science Editors:

Khamaru S. Development of Linear Feature Based Non-Contact Bridge Deflection Monitoring System. [Masters Thesis]. Florida Atlantic University; 2018. Available from: http://fau.digital.flvc.org/islandora/object/fau:40737


University of New Orleans

7. Kalluru, Mallikarjun. One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming.

Degree: MS, Naval Architecture and Marine Engineering, 2017, University of New Orleans

  The concept of using aluminum as the primary construction material for high speed ships and the hydroelastic behavior of the structure is widely gaining… (more)

Subjects/Keywords: Structural Response, Added mass, Plate element, Matrix methods, Finite Element Technique, Newmark-Beta Numerical Method, Slamming, Deflection; Other Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kalluru, M. (2017). One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2414

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kalluru, Mallikarjun. “One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming.” 2017. Thesis, University of New Orleans. Accessed October 22, 2019. https://scholarworks.uno.edu/td/2414.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kalluru, Mallikarjun. “One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming.” 2017. Web. 22 Oct 2019.

Vancouver:

Kalluru M. One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming. [Internet] [Thesis]. University of New Orleans; 2017. [cited 2019 Oct 22]. Available from: https://scholarworks.uno.edu/td/2414.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kalluru M. One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming. [Thesis]. University of New Orleans; 2017. Available from: https://scholarworks.uno.edu/td/2414

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of New Orleans

8. Koyyapu, Naresh Kumar. Numerical Computation of Transient Response of 2D Wedge Impact.

Degree: MS, Naval Architecture and Marine Engineering, 2016, University of New Orleans

  The diverse applications of advanced marine craft ascribed to their high speed and technological advancements has led to the use of stronger and lighter… (more)

Subjects/Keywords: wedge; impact; planing hulls; slamming; deflection; hydrodynamic force; Applied Mechanics; Ocean Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Koyyapu, N. K. (2016). Numerical Computation of Transient Response of 2D Wedge Impact. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2260

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Koyyapu, Naresh Kumar. “Numerical Computation of Transient Response of 2D Wedge Impact.” 2016. Thesis, University of New Orleans. Accessed October 22, 2019. https://scholarworks.uno.edu/td/2260.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Koyyapu, Naresh Kumar. “Numerical Computation of Transient Response of 2D Wedge Impact.” 2016. Web. 22 Oct 2019.

Vancouver:

Koyyapu NK. Numerical Computation of Transient Response of 2D Wedge Impact. [Internet] [Thesis]. University of New Orleans; 2016. [cited 2019 Oct 22]. Available from: https://scholarworks.uno.edu/td/2260.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Koyyapu NK. Numerical Computation of Transient Response of 2D Wedge Impact. [Thesis]. University of New Orleans; 2016. Available from: https://scholarworks.uno.edu/td/2260

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

9. Gonzalez, Walter G. Protein-Ligand Interactions and Allosteric Regulation of Activity in DREAM Protein.

Degree: PhD, Chemistry, 2016, Florida International University

  Downstream regulatory antagonist modulator (DREAM) is a calcium sensing protein that co-assembles with KV4 potassium channels to regulate ion currents as well as with… (more)

Subjects/Keywords: DREAM; KChIP; EF-hand; CaBP; NS5806; Molecular Dynamics; Kv4.3; Calcium binding proteins; CaBP; Calcium; ITC; Fluorescence Spectroscopy; PBD; Photothermal beam Deflection; Biochemistry; Biophysics; Molecular Biology; Structural Biology

…Ca2+ induced structural changes. These amino acids form a hydrophobic network connecting the… …1. The observed structural motions provide a novel mechanism involved in control of the… …157 6. CHARACTERIZATION OF THE PHOTOPHYSICAL, THERMODYNAMIC AND STRUCTURAL PROPERTIES OF THE… …192 7. PHOTOTHERMAL BEAM DEFLECTION TO STUDY THE DYNAMICS OF DIVALENT ION-CAGE AND ION… …16 Figure 1.13. Interdomain structural dynamics of (a) Ca2+ free CaM (PDB… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gonzalez, W. G. (2016). Protein-Ligand Interactions and Allosteric Regulation of Activity in DREAM Protein. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/2503 ; 10.25148/etd.FIDC000223 ; FIDC000223

Chicago Manual of Style (16th Edition):

Gonzalez, Walter G. “Protein-Ligand Interactions and Allosteric Regulation of Activity in DREAM Protein.” 2016. Doctoral Dissertation, Florida International University. Accessed October 22, 2019. http://digitalcommons.fiu.edu/etd/2503 ; 10.25148/etd.FIDC000223 ; FIDC000223.

MLA Handbook (7th Edition):

Gonzalez, Walter G. “Protein-Ligand Interactions and Allosteric Regulation of Activity in DREAM Protein.” 2016. Web. 22 Oct 2019.

Vancouver:

Gonzalez WG. Protein-Ligand Interactions and Allosteric Regulation of Activity in DREAM Protein. [Internet] [Doctoral dissertation]. Florida International University; 2016. [cited 2019 Oct 22]. Available from: http://digitalcommons.fiu.edu/etd/2503 ; 10.25148/etd.FIDC000223 ; FIDC000223.

Council of Science Editors:

Gonzalez WG. Protein-Ligand Interactions and Allosteric Regulation of Activity in DREAM Protein. [Doctoral Dissertation]. Florida International University; 2016. Available from: http://digitalcommons.fiu.edu/etd/2503 ; 10.25148/etd.FIDC000223 ; FIDC000223


University of Florida

10. Schneider, Alexander Wolfgang. Wing Spar Optimization of Radio Controlled Size Aircraft.

Degree: 2016, University of Florida

 This honors thesis shall provide a comprehensive optimization of wing spars for use in radio controlled aircraft. The model aircraft chosen for the experimentation is… (more)

Subjects/Keywords: Aircraft; Aircraft design; Aircraft wings; Carbon fibers; Cost functions; Design analysis; Design engineering; Design optimization; Moduli of elasticity; Structural deflection; Aircraft; Design; Optimization; Spar; Wing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Schneider, A. W. (2016). Wing Spar Optimization of Radio Controlled Size Aircraft. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00046860

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Schneider, Alexander Wolfgang. “Wing Spar Optimization of Radio Controlled Size Aircraft.” 2016. Thesis, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/AA00046860.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Schneider, Alexander Wolfgang. “Wing Spar Optimization of Radio Controlled Size Aircraft.” 2016. Web. 22 Oct 2019.

Vancouver:

Schneider AW. Wing Spar Optimization of Radio Controlled Size Aircraft. [Internet] [Thesis]. University of Florida; 2016. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/AA00046860.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Schneider AW. Wing Spar Optimization of Radio Controlled Size Aircraft. [Thesis]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/AA00046860

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Florida

11. Cantrell, Jason T. Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate.

Degree: PhD, Aerospace Engineering - Mechanical and Aerospace Engineering, 2016, University of Florida

 This document outlines in detail the research performed by applying shape memory polymers in a generic unimorph actuator configuration. A set of experiments designed to… (more)

Subjects/Keywords: Aircraft wings; Antennas; Bending; Carbon fibers; Cooling; Curvature; Radius of curvature; Ribs; Shape memory polymers; Structural deflection; actuator  – antenna  – composite  – curvature  – materials  – mav  – memory  – polymer  – satellite  – shape  – smart  – smp  – spring  – tape  – transverse  – unimorph  – wing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cantrell, J. T. (2016). Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0050212

Chicago Manual of Style (16th Edition):

Cantrell, Jason T. “Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate.” 2016. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0050212.

MLA Handbook (7th Edition):

Cantrell, Jason T. “Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate.” 2016. Web. 22 Oct 2019.

Vancouver:

Cantrell JT. Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate. [Internet] [Doctoral dissertation]. University of Florida; 2016. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0050212.

Council of Science Editors:

Cantrell JT. Experimental Characterization and Computational Modeling of Unimorph Shape Memory Polymer Actuators Incorporating Transverse Curvature in the Substrate. [Doctoral Dissertation]. University of Florida; 2016. Available from: http://ufdc.ufl.edu/UFE0050212


University of Florida

12. Troner, David B. Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle.

Degree: 2015, University of Florida

 With increasing growth of micro air vehicles and flexible aircraft structures, new ways to control aircraft are needed where conventional trailing edge control surfaces are… (more)

Subjects/Keywords: Aerodynamic lift; Aeroelasticity; Ailerons; Aircraft; Aircraft design; Aircraft roll; Aircraft wings; Stiffness; Structural deflection; Velocity; Aeroelasticity; aerodynamics; aircraft structures; micro air vehicle; wing twist

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Troner, D. B. (2015). Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00038571

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Troner, David B. “Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle.” 2015. Thesis, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/AA00038571.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Troner, David B. “Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle.” 2015. Web. 22 Oct 2019.

Vancouver:

Troner DB. Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle. [Internet] [Thesis]. University of Florida; 2015. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/AA00038571.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Troner DB. Aeroelastic Analysis of Wing Twist for Roll Control of a Micro Air Vehicle. [Thesis]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/AA00038571

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Florida

13. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 22, 2019. http://ufdc.ufl.edu/UFE0047698.

MLA Handbook (7th Edition):

Tsai, Ying-Kuan. “Energy Based Load-Impulse Diagrams for Structural Elements.” 2015. Web. 22 Oct 2019.

Vancouver:

Tsai Y. Energy Based Load-Impulse Diagrams for Structural Elements. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Oct 22]. 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

14. Andrade, Ricardo Jorge Ferreira de. Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado.

Degree: 2015, Instituto Politécnico do Porto

Actualmente e cada vez mais, são concebidos e utilizados programas de cálculo automático de Engenharia na realização de projectos de edifícios, que proporcionam aos engenheiros… (more)

Subjects/Keywords: Estados limites de Utilização; Robot Structural Analysis; Fendilhação; Deformação; Service limited State; Robot Structural Analysis; Cracking; Deflection; Estruturas

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Andrade, R. J. F. d. (2015). Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Andrade, Ricardo Jorge Ferreira de. “Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado.” 2015. Thesis, Instituto Politécnico do Porto. Accessed October 22, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Andrade, Ricardo Jorge Ferreira de. “Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado.” 2015. Web. 22 Oct 2019.

Vancouver:

Andrade RJFd. Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado. [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2019 Oct 22]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Andrade RJFd. Aplicação de um software de cálculo automático na verificação aos estados limites de utilização em estruturas de Betão Armado. [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8086

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

15. Chang, Kelvin T. Design of Flapping Wings for Application to Single Active Degree of Freedom Micro Air Vehicles.

Degree: PhD, Mechanical Engineering - Mechanical and Aerospace Engineering, 2015, University of Florida

 This dissertation covers an experimental program to understand how wing compliance influences the performance of flapping micro air vehicle wings. The focus is the design… (more)

Subjects/Keywords: Aerodynamics; Aircraft wings; Centroids; Design optimization; Distance functions; Insects; Leading edges; Manufacturing processes; Stiffness; Structural deflection; flapping  – hover  – optimization  – stiffness  – uav  – wing

…80 4-14 Z-deflection plots of wing 13 and wing 28… …83 4-17 Z-deflection plots of wings 15, 9, and 22… …98 5-5 Twist and tip deflection plots along with outlined wing deflections… …100 5-7 Deflection plots… …SCRatio Span-chord ratio TD Tip Deflection VI LabVIEW Virtual Instrument 11 Abstract of… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chang, K. T. (2015). Design of Flapping Wings for Application to Single Active Degree of Freedom Micro Air Vehicles. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047701

Chicago Manual of Style (16th Edition):

Chang, Kelvin T. “Design of Flapping Wings for Application to Single Active Degree of Freedom Micro Air Vehicles.” 2015. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0047701.

MLA Handbook (7th Edition):

Chang, Kelvin T. “Design of Flapping Wings for Application to Single Active Degree of Freedom Micro Air Vehicles.” 2015. Web. 22 Oct 2019.

Vancouver:

Chang KT. Design of Flapping Wings for Application to Single Active Degree of Freedom Micro Air Vehicles. [Internet] [Doctoral dissertation]. University of Florida; 2015. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0047701.

Council of Science Editors:

Chang KT. Design of Flapping Wings for Application to Single Active Degree of Freedom Micro Air Vehicles. [Doctoral Dissertation]. University of Florida; 2015. Available from: http://ufdc.ufl.edu/UFE0047701

16. Tinsley, Andrew Thomas. Determination of Area of Fire Origin through Examination of Structural Failure and Deformation.

Degree: 2014, University of Tennessee – Knoxville

 The effects of fire on steel have long been noted and studied. However, a scientific connection between the area of origin for a fire and… (more)

Subjects/Keywords: Fire; Forensic Engineering; Heat Transfer; Deflection; Deformation; Fire Origin; Civil Engineering; Other Engineering; Structural Engineering

…order to investigate the relationship between structural steel deformations and a fire’s… …structural modeling program with relative success. The research presented in this dissertation… …pattern of structural deformations as an indicator of fire origin. vi TABLE OF CONTENTS… …26 2.5 Heat Transfer to Structural Elements… …32 2.7 Fire Effects on Structural Collapse… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tinsley, A. T. (2014). Determination of Area of Fire Origin through Examination of Structural Failure and Deformation. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/3174

Chicago Manual of Style (16th Edition):

Tinsley, Andrew Thomas. “Determination of Area of Fire Origin through Examination of Structural Failure and Deformation.” 2014. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed October 22, 2019. https://trace.tennessee.edu/utk_graddiss/3174.

MLA Handbook (7th Edition):

Tinsley, Andrew Thomas. “Determination of Area of Fire Origin through Examination of Structural Failure and Deformation.” 2014. Web. 22 Oct 2019.

Vancouver:

Tinsley AT. Determination of Area of Fire Origin through Examination of Structural Failure and Deformation. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2014. [cited 2019 Oct 22]. Available from: https://trace.tennessee.edu/utk_graddiss/3174.

Council of Science Editors:

Tinsley AT. Determination of Area of Fire Origin through Examination of Structural Failure and Deformation. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2014. Available from: https://trace.tennessee.edu/utk_graddiss/3174


University of Texas – Austin

17. Lee, Jung Su, active 21st century. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.

Degree: PhD, Civil Engineering, 2014, University of Texas – Austin

 A Rolling Dynamic Deflectometer (RDD) is a nondestructive testing device for determining continuous deflection profiles of pavements. Theses deflection profiles can be used more effectively… (more)

Subjects/Keywords: Rolling dynamic deflectometer; Fourth-generation rolling sensor; Total pavement acceptance device; Nondestructive deflection measurements; Multi-function device; Structural conditions of the pavement; Jointed concrete pavement and falling weight deflectometer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lee, Jung Su, a. 2. c. (2014). Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/28350

Chicago Manual of Style (16th Edition):

Lee, Jung Su, active 21st century. “Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.” 2014. Doctoral Dissertation, University of Texas – Austin. Accessed October 22, 2019. http://hdl.handle.net/2152/28350.

MLA Handbook (7th Edition):

Lee, Jung Su, active 21st century. “Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies.” 2014. Web. 22 Oct 2019.

Vancouver:

Lee, Jung Su a2c. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2014. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/2152/28350.

Council of Science Editors:

Lee, Jung Su a2c. Development of the RDD portion of the total pavement acceptance device and its applications to jointed concrete pavement studies. [Doctoral Dissertation]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/28350


University of Central Florida

18. Ganesan, Vaahini. A Study Of Compressive Sensing For Application To Structural Health Monitoring.

Degree: 2014, University of Central Florida

 One of the key areas that have attracted attention in the construction industry today is Structural Health Monitoring, more commonly known as SHM. It is… (more)

Subjects/Keywords: Structural health monitoring; compressive sensing; l1 minimization; vibration based shm; operational deflection shape; modeshape; damage detection; Engineering; Mechanical Engineering; Dissertations, Academic  – Engineering and Computer Science; Engineering and Computer Science  – Dissertations, Academic

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ganesan, V. (2014). A Study Of Compressive Sensing For Application To Structural Health Monitoring. (Masters Thesis). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/4546

Chicago Manual of Style (16th Edition):

Ganesan, Vaahini. “A Study Of Compressive Sensing For Application To Structural Health Monitoring.” 2014. Masters Thesis, University of Central Florida. Accessed October 22, 2019. https://stars.library.ucf.edu/etd/4546.

MLA Handbook (7th Edition):

Ganesan, Vaahini. “A Study Of Compressive Sensing For Application To Structural Health Monitoring.” 2014. Web. 22 Oct 2019.

Vancouver:

Ganesan V. A Study Of Compressive Sensing For Application To Structural Health Monitoring. [Internet] [Masters thesis]. University of Central Florida; 2014. [cited 2019 Oct 22]. Available from: https://stars.library.ucf.edu/etd/4546.

Council of Science Editors:

Ganesan V. A Study Of Compressive Sensing For Application To Structural Health Monitoring. [Masters Thesis]. University of Central Florida; 2014. Available from: https://stars.library.ucf.edu/etd/4546


University of Florida

19. Donkor, Peter. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.

Degree: PhD, Design, Construction, and Planning - Design, Construction and Planning, 2014, University of Florida

 The use of affordable, sustainable, locally available, and damage resilient construction materials are key to addressing the global need for adequate housing. Compressed earth blocks… (more)

Subjects/Keywords: Adobe; Cements; Compressive strength; Construction materials; Flexural strength; Masonry; Matrices; Mortars; Soils; Structural deflection; fibers

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Donkor, P. (2014). Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047365

Chicago Manual of Style (16th Edition):

Donkor, Peter. “Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.” 2014. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0047365.

MLA Handbook (7th Edition):

Donkor, Peter. “Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers.” 2014. Web. 22 Oct 2019.

Vancouver:

Donkor P. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0047365.

Council of Science Editors:

Donkor P. Sustainable and Resilient Earthen Masonry Systems Enhancing Strength Properties and Flexural Performance using Polypropylene Fibers. [Doctoral Dissertation]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0047365


University of Florida

20. Fang, Jie. Active Suspension System of Quarter Car.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2014, University of Florida

 This research is mainly about the control design, analysis, and simulation of a vehicle suspension system. In order to decrease the vibration of the vehicle,… (more)

Subjects/Keywords: Acceleration; Hydraulic equipment; Hydraulics; Modeling; Predictive modeling; Sliding; Structural deflection; Suspension systems; Velocity; Wheels; control  – suspension  – thesis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fang, J. (2014). Active Suspension System of Quarter Car. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046772

Chicago Manual of Style (16th Edition):

Fang, Jie. “Active Suspension System of Quarter Car.” 2014. Masters Thesis, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0046772.

MLA Handbook (7th Edition):

Fang, Jie. “Active Suspension System of Quarter Car.” 2014. Web. 22 Oct 2019.

Vancouver:

Fang J. Active Suspension System of Quarter Car. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0046772.

Council of Science Editors:

Fang J. Active Suspension System of Quarter Car. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046772


University of Florida

21. Bialy, Brendan J. Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems.

Degree: PhD, Aerospace Engineering - Mechanical and Aerospace Engineering, 2014, University of Florida

 Store-induced limit cycle oscillations (LCO) affect several fighter aircraft and is expected to remain an issue for next generation fighters. LCO arises from the interaction… (more)

Subjects/Keywords: Aircraft; Aircraft wings; Bending; Control surfaces; Limit cycles; Oscillation; Simulations; Sine function; Structural deflection; Trajectories; aeroelasticity  – control  – nonlinear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bialy, B. J. (2014). Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046604

Chicago Manual of Style (16th Edition):

Bialy, Brendan J. “Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems.” 2014. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0046604.

MLA Handbook (7th Edition):

Bialy, Brendan J. “Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems.” 2014. Web. 22 Oct 2019.

Vancouver:

Bialy BJ. Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0046604.

Council of Science Editors:

Bialy BJ. Lyapunov-Based Control of Limit Cycle Oscillations in Uncertain Aircraft Systems. [Doctoral Dissertation]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046604


University of Florida

22. Mills, David A. A Sapphire MEMS-Based Optical Shear Stress Sensor for High-Temperature Applications.

Degree: PhD, Mechanical Engineering - Mechanical and Aerospace Engineering, 2014, University of Florida

Subjects/Keywords: Calibration; Electric potential; Geometry; Lasers; Moire fringes; Photodiodes; Sapphire; Sensors; Shear stress; Structural deflection; high-temperature; mems; moire; optical; sapphire

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mills, D. A. (2014). A Sapphire MEMS-Based Optical Shear Stress Sensor for High-Temperature Applications. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046660

Chicago Manual of Style (16th Edition):

Mills, David A. “A Sapphire MEMS-Based Optical Shear Stress Sensor for High-Temperature Applications.” 2014. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0046660.

MLA Handbook (7th Edition):

Mills, David A. “A Sapphire MEMS-Based Optical Shear Stress Sensor for High-Temperature Applications.” 2014. Web. 22 Oct 2019.

Vancouver:

Mills DA. A Sapphire MEMS-Based Optical Shear Stress Sensor for High-Temperature Applications. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0046660.

Council of Science Editors:

Mills DA. A Sapphire MEMS-Based Optical Shear Stress Sensor for High-Temperature Applications. [Doctoral Dissertation]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0046660


University of North Texas

23. Yousof, Mohamad. Analytical Model for Lateral Deflection in Cold-formed Steel Framed Shear Walls with Steel Sheathing.

Degree: 2014, University of North Texas

 An analytical model for lateral deflection in cold-formed steel shear walls sheathed with steel is developed in this research. The model is based on the… (more)

Subjects/Keywords: Cold-formed steel; lateral deflection; shear walls; steel sheathing; Steel  – Cold working  – Testing.; Steel, Structural  – Testing.; Sheathing (Building materials)  – Testing.; Shear walls  – Testing.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yousof, M. (2014). Analytical Model for Lateral Deflection in Cold-formed Steel Framed Shear Walls with Steel Sheathing. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc700013/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Yousof, Mohamad. “Analytical Model for Lateral Deflection in Cold-formed Steel Framed Shear Walls with Steel Sheathing.” 2014. Thesis, University of North Texas. Accessed October 22, 2019. https://digital.library.unt.edu/ark:/67531/metadc700013/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Yousof, Mohamad. “Analytical Model for Lateral Deflection in Cold-formed Steel Framed Shear Walls with Steel Sheathing.” 2014. Web. 22 Oct 2019.

Vancouver:

Yousof M. Analytical Model for Lateral Deflection in Cold-formed Steel Framed Shear Walls with Steel Sheathing. [Internet] [Thesis]. University of North Texas; 2014. [cited 2019 Oct 22]. Available from: https://digital.library.unt.edu/ark:/67531/metadc700013/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Yousof M. Analytical Model for Lateral Deflection in Cold-formed Steel Framed Shear Walls with Steel Sheathing. [Thesis]. University of North Texas; 2014. Available from: https://digital.library.unt.edu/ark:/67531/metadc700013/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Notre Dame

24. Adam Knaack. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.

Degree: PhD, Civil and Environmental Engineering and Earth Sciences, 2013, University of Notre Dame

  The use of recycled concrete aggregate (RCA) in the U.S. has mostly been limited to non-structural applications such as roadway sub-base. To advance this… (more)

Subjects/Keywords: Structural Behavior; Concrete; Creep; Shrinkage; Recycled Concrete Aggregate; Sustainability; Time-Dependent Deflection

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Knaack, A. (2013). Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/bk128912n6w

Chicago Manual of Style (16th Edition):

Knaack, Adam. “Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.” 2013. Doctoral Dissertation, University of Notre Dame. Accessed October 22, 2019. https://curate.nd.edu/show/bk128912n6w.

MLA Handbook (7th Edition):

Knaack, Adam. “Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.” 2013. Web. 22 Oct 2019.

Vancouver:

Knaack A. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2013. [cited 2019 Oct 22]. Available from: https://curate.nd.edu/show/bk128912n6w.

Council of Science Editors:

Knaack A. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. [Doctoral Dissertation]. University of Notre Dame; 2013. Available from: https://curate.nd.edu/show/bk128912n6w

25. Zarafshan, Ali. Multi-Parameter Correlation Approach for Structural Health Monitoring of Operational Highway Bridges.

Degree: 2013, University of Illinois – Chicago

 Highway bridges across the US are getting older and increasing traffic demands engenders the safety of these structures. Therefore, requirements for methodologies to insure the… (more)

Subjects/Keywords: Structural Health Monitoring; Highway Bridges; Scour; deflection measurement; Real-time feedback

…and calculated deflection of Point A . . . . . . . ANSYS FEM of I-5 Bridge (a)… …LVDT data and calculated deflection comparison for (a) run #19 and (b)… …data and calculated deflection comparison for (a) run #5 and (b) run #6… …LVDT data and calculated deflection comparison for (a) run #7 and (b) run… …calculated deflection comparison for (a) run #9 and (b) run #10… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zarafshan, A. (2013). Multi-Parameter Correlation Approach for Structural Health Monitoring of Operational Highway Bridges. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/10050

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Zarafshan, Ali. “Multi-Parameter Correlation Approach for Structural Health Monitoring of Operational Highway Bridges.” 2013. Thesis, University of Illinois – Chicago. Accessed October 22, 2019. http://hdl.handle.net/10027/10050.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Zarafshan, Ali. “Multi-Parameter Correlation Approach for Structural Health Monitoring of Operational Highway Bridges.” 2013. Web. 22 Oct 2019.

Vancouver:

Zarafshan A. Multi-Parameter Correlation Approach for Structural Health Monitoring of Operational Highway Bridges. [Internet] [Thesis]. University of Illinois – Chicago; 2013. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/10027/10050.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Zarafshan A. Multi-Parameter Correlation Approach for Structural Health Monitoring of Operational Highway Bridges. [Thesis]. University of Illinois – Chicago; 2013. Available from: http://hdl.handle.net/10027/10050

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Florida

26. Babcock, Judson T. Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV.

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

 Some fixed-wing micro air vehicles (MAVs) have high levels of structural flexibility, a property which can change the flight dynamics and control characteristics of the… (more)

Subjects/Keywords: Aircraft; Aircraft roll; Aircraft wings; Bending; Damping; Flight dynamics; Gusts; Natural frequencies; Stiffness; Structural deflection; aeroelastic  – aeroelasticity  – aeroservoelasticity  – aswing  – closed-loop  – elastic-axis  – flight-control  – flight-dynamics  – gust  – lqr  – micro-air-vehicle  – stiffness

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Babcock, J. T. (2013). Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045699

Chicago Manual of Style (16th Edition):

Babcock, Judson T. “Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV.” 2013. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0045699.

MLA Handbook (7th Edition):

Babcock, Judson T. “Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV.” 2013. Web. 22 Oct 2019.

Vancouver:

Babcock JT. Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0045699.

Council of Science Editors:

Babcock JT. Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045699


University of Florida

27. Arce, Manuel A. Passively Compliant Membranes in Low Aspect Ratio Wings.

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

 The study of mammalian flight has led to the design of bio inspired micro air vehicles. These micro air vehicles utilize passively compliant membranes to… (more)

Subjects/Keywords: Aerodynamics; Aircraft wings; Airfoil camber; Flat plates; Flow distribution; Near wakes; P branes; Structural deflection; Trailing edges; Velocity; batten-reinforced  – compliant  – fluid-structure  – mav  – membrane

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Arce, M. A. (2013). Passively Compliant Membranes in Low Aspect Ratio Wings. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046357

Chicago Manual of Style (16th Edition):

Arce, Manuel A. “Passively Compliant Membranes in Low Aspect Ratio Wings.” 2013. Masters Thesis, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0046357.

MLA Handbook (7th Edition):

Arce, Manuel A. “Passively Compliant Membranes in Low Aspect Ratio Wings.” 2013. Web. 22 Oct 2019.

Vancouver:

Arce MA. Passively Compliant Membranes in Low Aspect Ratio Wings. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0046357.

Council of Science Editors:

Arce MA. Passively Compliant Membranes in Low Aspect Ratio Wings. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046357


University of Florida

28. Anubi, Olugbenga M. Variable Stiffness Suspension System.

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

 Improvements over passive suspension designs is an active area of research. Past approaches utilize one of three techniques; adaptive, semi-active, or fully active suspension. An… (more)

Subjects/Keywords: Acceleration; Damping; Mass; Mechanical springs; Simulations; Sine function; Stiffness; Structural deflection; Suspension systems; Vibration; adaptive  – controls  – nonlinear  – suspension  – system

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Anubi, O. M. (2013). Variable Stiffness Suspension System. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045390

Chicago Manual of Style (16th Edition):

Anubi, Olugbenga M. “Variable Stiffness Suspension System.” 2013. Doctoral Dissertation, University of Florida. Accessed October 22, 2019. http://ufdc.ufl.edu/UFE0045390.

MLA Handbook (7th Edition):

Anubi, Olugbenga M. “Variable Stiffness Suspension System.” 2013. Web. 22 Oct 2019.

Vancouver:

Anubi OM. Variable Stiffness Suspension System. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Oct 22]. Available from: http://ufdc.ufl.edu/UFE0045390.

Council of Science Editors:

Anubi OM. Variable Stiffness Suspension System. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045390

29. 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… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 22, 2019. http://ufdc.ufl.edu/UFE0046383.

MLA Handbook (7th Edition):

Brenkus, Natassia Rae. “Long Spans with Transportable Precast Prestressed Girders.” 2013. Web. 22 Oct 2019.

Vancouver:

Brenkus NR. Long Spans with Transportable Precast Prestressed Girders. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 22]. 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

30. 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… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 22, 2019. http://ufdc.ufl.edu/UFE0045484.

MLA Handbook (7th Edition):

Konn, Victor. “Response of Flexible Pipe Subjected to Increasing Overburden Stress.” 2013. Web. 22 Oct 2019.

Vancouver:

Konn V. Response of Flexible Pipe Subjected to Increasing Overburden Stress. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Oct 22]. 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

[1] [2] [3] [4] [5] [6]

.