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 · dateNew search

You searched for subject:(shear). Showing records 1 – 30 of 4307 total matches.

[1] [2] [3] [4] [5] … [144]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


Virginia Tech

1. Lang, Maria Weisner. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 The composite action of a bridge deck and girder is essential to the optimization of the superstructure. The transfer of forces in the deck to… (more)

Subjects/Keywords: Horizontal Shear; Shear Friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lang, M. W. (2011). Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35631

Chicago Manual of Style (16th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Masters Thesis, Virginia Tech. Accessed October 20, 2020. http://hdl.handle.net/10919/35631.

MLA Handbook (7th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Web. 20 Oct 2020.

Vancouver:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10919/35631.

Council of Science Editors:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/35631

2. Galasso, Alison Marie. Parametric Exploration of Block Shear Formulations.

Degree: MS, 2011, Worcester Polytechnic Institute

 Block shear is a mode of failure in which a steel member fails in tension along one plane and shear on a perpendicular plane along… (more)

Subjects/Keywords: block shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Galasso, A. M. (2011). Parametric Exploration of Block Shear Formulations. (Thesis). Worcester Polytechnic Institute. Retrieved from etd-042511-132404 ; https://digitalcommons.wpi.edu/etd-theses/282

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):

Galasso, Alison Marie. “Parametric Exploration of Block Shear Formulations.” 2011. Thesis, Worcester Polytechnic Institute. Accessed October 20, 2020. etd-042511-132404 ; https://digitalcommons.wpi.edu/etd-theses/282.

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

MLA Handbook (7th Edition):

Galasso, Alison Marie. “Parametric Exploration of Block Shear Formulations.” 2011. Web. 20 Oct 2020.

Vancouver:

Galasso AM. Parametric Exploration of Block Shear Formulations. [Internet] [Thesis]. Worcester Polytechnic Institute; 2011. [cited 2020 Oct 20]. Available from: etd-042511-132404 ; https://digitalcommons.wpi.edu/etd-theses/282.

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

Council of Science Editors:

Galasso AM. Parametric Exploration of Block Shear Formulations. [Thesis]. Worcester Polytechnic Institute; 2011. Available from: etd-042511-132404 ; https://digitalcommons.wpi.edu/etd-theses/282

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


University of Texas – Austin

3. Nakamura, Eisuke. Shear database for prestressed concrete members.

Degree: MSin Engineering, Civil Engineering, 2011, University of Texas – Austin

 Development of shear databases attracted a great deal of attention in the shear research community within the last decade. Although a few shear databases have… (more)

Subjects/Keywords: Shear; Prestressed concrete; Structural engineering; Shear design; Shear tests; Shear stress

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nakamura, E. (2011). Shear database for prestressed concrete members. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2011-05-3499

Chicago Manual of Style (16th Edition):

Nakamura, Eisuke. “Shear database for prestressed concrete members.” 2011. Masters Thesis, University of Texas – Austin. Accessed October 20, 2020. http://hdl.handle.net/2152/ETD-UT-2011-05-3499.

MLA Handbook (7th Edition):

Nakamura, Eisuke. “Shear database for prestressed concrete members.” 2011. Web. 20 Oct 2020.

Vancouver:

Nakamura E. Shear database for prestressed concrete members. [Internet] [Masters thesis]. University of Texas – Austin; 2011. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3499.

Council of Science Editors:

Nakamura E. Shear database for prestressed concrete members. [Masters Thesis]. University of Texas – Austin; 2011. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3499


Texas A&M University

4. Guelker, Miles. Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings.

Degree: MS, Animal Science, 2012, Texas A&M University

 Beef retail steaks from establishments in twelve US cities and beef foodservice steaks from establishments in five US cities were evaluated using Warner-Bratzler shear and… (more)

Subjects/Keywords: beef; tenderness; shear; Warner-Bratzler Shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Guelker, M. (2012). Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423

Chicago Manual of Style (16th Edition):

Guelker, Miles. “Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings.” 2012. Masters Thesis, Texas A&M University. Accessed October 20, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423.

MLA Handbook (7th Edition):

Guelker, Miles. “Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings.” 2012. Web. 20 Oct 2020.

Vancouver:

Guelker M. Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423.

Council of Science Editors:

Guelker M. Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423


Oregon State University

5. Goodall, Scott I. Optimizing the performance of gypsum wall board in wood frame shear walls.

Degree: MS, Civil Engineering and Wood Science, 2010, Oregon State University

 The overall goal of this project was to design a wood frame shear wall that could withstand greater displacement before damage occurred to the Gypsum… (more)

Subjects/Keywords: Shear Wall; Shear walls  – Earthquake effects

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Goodall, S. I. (2010). Optimizing the performance of gypsum wall board in wood frame shear walls. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/15091

Chicago Manual of Style (16th Edition):

Goodall, Scott I. “Optimizing the performance of gypsum wall board in wood frame shear walls.” 2010. Masters Thesis, Oregon State University. Accessed October 20, 2020. http://hdl.handle.net/1957/15091.

MLA Handbook (7th Edition):

Goodall, Scott I. “Optimizing the performance of gypsum wall board in wood frame shear walls.” 2010. Web. 20 Oct 2020.

Vancouver:

Goodall SI. Optimizing the performance of gypsum wall board in wood frame shear walls. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1957/15091.

Council of Science Editors:

Goodall SI. Optimizing the performance of gypsum wall board in wood frame shear walls. [Masters Thesis]. Oregon State University; 2010. Available from: http://hdl.handle.net/1957/15091


University of Adelaide

6. Chen, Yongjian. Quantifying the compressive ductility of concrete in RC members through shear friction mechanics.

Degree: 2015, University of Adelaide

 This thesis contains a series of journal papers in which the compressive ductility of concrete in RC members has been quantified through shear friction mechanics.… (more)

Subjects/Keywords: shear friction; shear-sliding mechanism; size effect

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, Y. (2015). Quantifying the compressive ductility of concrete in RC members through shear friction mechanics. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/95248

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):

Chen, Yongjian. “Quantifying the compressive ductility of concrete in RC members through shear friction mechanics.” 2015. Thesis, University of Adelaide. Accessed October 20, 2020. http://hdl.handle.net/2440/95248.

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

MLA Handbook (7th Edition):

Chen, Yongjian. “Quantifying the compressive ductility of concrete in RC members through shear friction mechanics.” 2015. Web. 20 Oct 2020.

Vancouver:

Chen Y. Quantifying the compressive ductility of concrete in RC members through shear friction mechanics. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2440/95248.

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

Council of Science Editors:

Chen Y. Quantifying the compressive ductility of concrete in RC members through shear friction mechanics. [Thesis]. University of Adelaide; 2015. Available from: http://hdl.handle.net/2440/95248

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


Addis Ababa University

7. Mubarek, Mudesir. Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement .

Degree: 2019, Addis Ababa University

 Past experimental researches showed that as the beam depth increases, there is a significant decrease on the shear stress capacity of reinforced concrete beams without… (more)

Subjects/Keywords: Shear Reinforcement; Reinforced Concrete Beams; Shear Behavior

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mubarek, M. (2019). Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement . (Thesis). Addis Ababa University. Retrieved from http://10.6.20.92/xmlui/handle/123456789/20847

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):

Mubarek, Mudesir. “Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement .” 2019. Thesis, Addis Ababa University. Accessed October 20, 2020. http://10.6.20.92/xmlui/handle/123456789/20847.

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

MLA Handbook (7th Edition):

Mubarek, Mudesir. “Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement .” 2019. Web. 20 Oct 2020.

Vancouver:

Mubarek M. Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement . [Internet] [Thesis]. Addis Ababa University; 2019. [cited 2020 Oct 20]. Available from: http://10.6.20.92/xmlui/handle/123456789/20847.

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

Council of Science Editors:

Mubarek M. Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement . [Thesis]. Addis Ababa University; 2019. Available from: http://10.6.20.92/xmlui/handle/123456789/20847

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


University of Sydney

8. Acharya, Bhagaban. Simple Shear Tests on Clays .

Degree: 2019, University of Sydney

 This study evaluated the existing Berkeley type simple shear apparatus at the University of Sydney which had not been used for some time because of… (more)

Subjects/Keywords: simple shear; simple shear test; clay

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Acharya, B. (2019). Simple Shear Tests on Clays . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/19963

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):

Acharya, Bhagaban. “Simple Shear Tests on Clays .” 2019. Thesis, University of Sydney. Accessed October 20, 2020. http://hdl.handle.net/2123/19963.

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

MLA Handbook (7th Edition):

Acharya, Bhagaban. “Simple Shear Tests on Clays .” 2019. Web. 20 Oct 2020.

Vancouver:

Acharya B. Simple Shear Tests on Clays . [Internet] [Thesis]. University of Sydney; 2019. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2123/19963.

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

Council of Science Editors:

Acharya B. Simple Shear Tests on Clays . [Thesis]. University of Sydney; 2019. Available from: http://hdl.handle.net/2123/19963

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


Penn State University

9. Cole, Daniel Clifton. Fluctuating Shear Stress Calibration Method Using a Channel Flow .

Degree: 2011, Penn State University

 An oscillating plate test facility was designed for the unsteady calibration of a skin-friction shear stress sensor in a liquid. The facility is comprised of… (more)

Subjects/Keywords: fluctuating shear stress

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cole, D. C. (2011). Fluctuating Shear Stress Calibration Method Using a Channel Flow . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/11404

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):

Cole, Daniel Clifton. “Fluctuating Shear Stress Calibration Method Using a Channel Flow .” 2011. Thesis, Penn State University. Accessed October 20, 2020. https://submit-etda.libraries.psu.edu/catalog/11404.

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

MLA Handbook (7th Edition):

Cole, Daniel Clifton. “Fluctuating Shear Stress Calibration Method Using a Channel Flow .” 2011. Web. 20 Oct 2020.

Vancouver:

Cole DC. Fluctuating Shear Stress Calibration Method Using a Channel Flow . [Internet] [Thesis]. Penn State University; 2011. [cited 2020 Oct 20]. Available from: https://submit-etda.libraries.psu.edu/catalog/11404.

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

Council of Science Editors:

Cole DC. Fluctuating Shear Stress Calibration Method Using a Channel Flow . [Thesis]. Penn State University; 2011. Available from: https://submit-etda.libraries.psu.edu/catalog/11404

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

10. Abt, David L. Upper Mantle Processes and Structures Imaged with Shear-wave Splitting and Ps and Sp Receiver Functions.

Degree: PhD, Geological Sciences, 2009, Brown University

 The interaction between Earth's relatively rigid tectonic plates and relatively viscous convecting upper mantle fundamentally influences myriad processes ranging from arc and intraplate volcanism to… (more)

Subjects/Keywords: shear-wave splitting

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abt, D. L. (2009). Upper Mantle Processes and Structures Imaged with Shear-wave Splitting and Ps and Sp Receiver Functions. (Doctoral Dissertation). Brown University. Retrieved from https://repository.library.brown.edu/studio/item/bdr:209/

Chicago Manual of Style (16th Edition):

Abt, David L. “Upper Mantle Processes and Structures Imaged with Shear-wave Splitting and Ps and Sp Receiver Functions.” 2009. Doctoral Dissertation, Brown University. Accessed October 20, 2020. https://repository.library.brown.edu/studio/item/bdr:209/.

MLA Handbook (7th Edition):

Abt, David L. “Upper Mantle Processes and Structures Imaged with Shear-wave Splitting and Ps and Sp Receiver Functions.” 2009. Web. 20 Oct 2020.

Vancouver:

Abt DL. Upper Mantle Processes and Structures Imaged with Shear-wave Splitting and Ps and Sp Receiver Functions. [Internet] [Doctoral dissertation]. Brown University; 2009. [cited 2020 Oct 20]. Available from: https://repository.library.brown.edu/studio/item/bdr:209/.

Council of Science Editors:

Abt DL. Upper Mantle Processes and Structures Imaged with Shear-wave Splitting and Ps and Sp Receiver Functions. [Doctoral Dissertation]. Brown University; 2009. Available from: https://repository.library.brown.edu/studio/item/bdr:209/


Addis Ababa University

11. Ayenew, Zewdie. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .

Degree: 2012, Addis Ababa University

 Considerable research work has been done on the shear strength properties of most soils. However, very little information is available on the shear strength characteristics… (more)

Subjects/Keywords: INVESTIGATION; SHEAR STRENGTH

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ayenew, Z. (2012). INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4091

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):

Ayenew, Zewdie. “INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .” 2012. Thesis, Addis Ababa University. Accessed October 20, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4091.

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

MLA Handbook (7th Edition):

Ayenew, Zewdie. “INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA .” 2012. Web. 20 Oct 2020.

Vancouver:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Oct 20]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4091.

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

Council of Science Editors:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4091

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


University of Manitoba

12. Boakye -Yiadom, Solomon. Effect of heat treatment on stability of adiabatic shear bands in 4340 steel.

Degree: Mechanical and Manufacturing Engineering, 2011, University of Manitoba

 The fingerprint of deformation in materials at large strains and at high strain rates is the formation of adiabatic shear bands. Adiabatic shear bands lead… (more)

Subjects/Keywords: adiabatic shear band

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Boakye -Yiadom, S. (2011). Effect of heat treatment on stability of adiabatic shear bands in 4340 steel. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4370

Chicago Manual of Style (16th Edition):

Boakye -Yiadom, Solomon. “Effect of heat treatment on stability of adiabatic shear bands in 4340 steel.” 2011. Masters Thesis, University of Manitoba. Accessed October 20, 2020. http://hdl.handle.net/1993/4370.

MLA Handbook (7th Edition):

Boakye -Yiadom, Solomon. “Effect of heat treatment on stability of adiabatic shear bands in 4340 steel.” 2011. Web. 20 Oct 2020.

Vancouver:

Boakye -Yiadom S. Effect of heat treatment on stability of adiabatic shear bands in 4340 steel. [Internet] [Masters thesis]. University of Manitoba; 2011. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/1993/4370.

Council of Science Editors:

Boakye -Yiadom S. Effect of heat treatment on stability of adiabatic shear bands in 4340 steel. [Masters Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4370


University of Illinois – Chicago

13. Abbasi, Zeynab. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity.

Degree: 2017, University of Illinois – Chicago

 The ultrasonic monitoring of steels and other structural materials relies on measuring the velocity of elastic waves, which varies with the existing stress state in… (more)

Subjects/Keywords: Shear Stress; Acoustoelasticity

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abbasi, Z. (2017). Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22145

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):

Abbasi, Zeynab. “Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity.” 2017. Thesis, University of Illinois – Chicago. Accessed October 20, 2020. http://hdl.handle.net/10027/22145.

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

MLA Handbook (7th Edition):

Abbasi, Zeynab. “Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity.” 2017. Web. 20 Oct 2020.

Vancouver:

Abbasi Z. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. [Internet] [Thesis]. University of Illinois – Chicago; 2017. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10027/22145.

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

Council of Science Editors:

Abbasi Z. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. [Thesis]. University of Illinois – Chicago; 2017. Available from: http://hdl.handle.net/10027/22145

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


California State University – East Bay

14. Shuler, Seth Eugene. Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods.

Degree: MSin Earth and Environmental Science, 2015, California State University – East Bay

 Multichannel analysis of surface wave measurements (MASW) and microtremor array measurements (MAM) were performed at twelve sites across the Sacramento-San Joaquin Delta to obtain high… (more)

Subjects/Keywords: Shear waves  – Measurement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shuler, S. E. (2015). Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods. (Masters Thesis). California State University – East Bay. Retrieved from http://hdl.handle.net/10211.3/158623

Chicago Manual of Style (16th Edition):

Shuler, Seth Eugene. “Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods.” 2015. Masters Thesis, California State University – East Bay. Accessed October 20, 2020. http://hdl.handle.net/10211.3/158623.

MLA Handbook (7th Edition):

Shuler, Seth Eugene. “Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods.” 2015. Web. 20 Oct 2020.

Vancouver:

Shuler SE. Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods. [Internet] [Masters thesis]. California State University – East Bay; 2015. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10211.3/158623.

Council of Science Editors:

Shuler SE. Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods. [Masters Thesis]. California State University – East Bay; 2015. Available from: http://hdl.handle.net/10211.3/158623


University of Texas – Austin

15. McCammon, Victoria Elizabeth. In-plane shear strength and stiffness of precast concrete panels.

Degree: MSin Engineering, Civil engineering, 2015, University of Texas – Austin

 Pre-Cast-Panels (PCP) have been used for decades as stay-in-place forms to support the wet concrete during the placement of bridge decks and as part of… (more)

Subjects/Keywords: Precast; Panel; Shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

McCammon, V. E. (2015). In-plane shear strength and stiffness of precast concrete panels. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/34054

Chicago Manual of Style (16th Edition):

McCammon, Victoria Elizabeth. “In-plane shear strength and stiffness of precast concrete panels.” 2015. Masters Thesis, University of Texas – Austin. Accessed October 20, 2020. http://hdl.handle.net/2152/34054.

MLA Handbook (7th Edition):

McCammon, Victoria Elizabeth. “In-plane shear strength and stiffness of precast concrete panels.” 2015. Web. 20 Oct 2020.

Vancouver:

McCammon VE. In-plane shear strength and stiffness of precast concrete panels. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2152/34054.

Council of Science Editors:

McCammon VE. In-plane shear strength and stiffness of precast concrete panels. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/34054


University of Utah

16. Litz, Darren James. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.

Degree: MS, Mechanical Engineering, 2012, University of Utah

 Unique constraints are present when shear properties of orthotropic materials are desired, as they typically cannot be derived from tensile material properties like isotropic materials.… (more)

Subjects/Keywords: composites; extensometer; photoelasticity; shear modulus; shear strength; shear testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Litz, D. J. (2012). Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720

Chicago Manual of Style (16th Edition):

Litz, Darren James. “Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.” 2012. Masters Thesis, University of Utah. Accessed October 20, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720.

MLA Handbook (7th Edition):

Litz, Darren James. “Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test.” 2012. Web. 20 Oct 2020.

Vancouver:

Litz DJ. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. [Internet] [Masters thesis]. University of Utah; 2012. [cited 2020 Oct 20]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720.

Council of Science Editors:

Litz DJ. Development of the combined loading shear test method and shear strain measurement in the v-notched rail shear test. [Masters Thesis]. University of Utah; 2012. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/1924/rec/720


North Carolina State University

17. Yurgec, Matthew Joseph. A Rheological Analysis of Shear on a Model Emulsion System.

Degree: MS, Food Science, 2009, North Carolina State University

Shear work and shear power intensity are two rheological terms developed to quantify the amount of shear energy that a fluid is exposed to during… (more)

Subjects/Keywords: shear-sensitive; emulsion; shear work; surfactant; emulsion processing; homogenization; shear damage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yurgec, M. J. (2009). A Rheological Analysis of Shear on a Model Emulsion System. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2966

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):

Yurgec, Matthew Joseph. “A Rheological Analysis of Shear on a Model Emulsion System.” 2009. Thesis, North Carolina State University. Accessed October 20, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2966.

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

MLA Handbook (7th Edition):

Yurgec, Matthew Joseph. “A Rheological Analysis of Shear on a Model Emulsion System.” 2009. Web. 20 Oct 2020.

Vancouver:

Yurgec MJ. A Rheological Analysis of Shear on a Model Emulsion System. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 Oct 20]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2966.

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

Council of Science Editors:

Yurgec MJ. A Rheological Analysis of Shear on a Model Emulsion System. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2966

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

18. SLEVIN, MICHAEL. Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction.

Degree: School of Engineering. Disc of Civil Structural & Environmental Eng, 2019, Trinity College Dublin

 All over the world precast prestressed concrete bridge beams are commonly used in small to medium sized highway and railway bridges, i.e. 20-50m spans. The… (more)

Subjects/Keywords: Interface Shear; Horizontal Shear; Longitudinal shear; Prestressed concrete; Bridge beams

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

SLEVIN, M. (2019). Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction. (Thesis). Trinity College Dublin. Retrieved from http://hdl.handle.net/2262/90864

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):

SLEVIN, MICHAEL. “Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction.” 2019. Thesis, Trinity College Dublin. Accessed October 20, 2020. http://hdl.handle.net/2262/90864.

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

MLA Handbook (7th Edition):

SLEVIN, MICHAEL. “Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction.” 2019. Web. 20 Oct 2020.

Vancouver:

SLEVIN M. Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction. [Internet] [Thesis]. Trinity College Dublin; 2019. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2262/90864.

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

Council of Science Editors:

SLEVIN M. Interface shear behaviour of precast prestressed concrete beams with slebers webs in beam and slab construction. [Thesis]. Trinity College Dublin; 2019. Available from: http://hdl.handle.net/2262/90864

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


University of Texas – Austin

19. Klein, Joseph Robert. Behavior of slender beams without stirrups: effects of load distribution and member depth.

Degree: MSin Engineering, Civil engineering, 2015, University of Texas – Austin

 Though uniform loading is common in structures, the vast majority of all shear strength tests on slender reinforced concrete members without stirrups have been performed… (more)

Subjects/Keywords: Reinforced concrete; Shear; Slender beams; Load distribution; Size effect; Uniform load; Shear strength; Shear tests; Shear reinforcement; Stirrups; Shear design; Shear stress; Shear database

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Klein, J. R. (2015). Behavior of slender beams without stirrups: effects of load distribution and member depth. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/34061

Chicago Manual of Style (16th Edition):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Masters Thesis, University of Texas – Austin. Accessed October 20, 2020. http://hdl.handle.net/2152/34061.

MLA Handbook (7th Edition):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Web. 20 Oct 2020.

Vancouver:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2152/34061.

Council of Science Editors:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/34061


Brno University of Technology

20. Lyčka, Lukáš. Punching Shear of Flat Slabs.

Degree: 2019, Brno University of Technology

 The use of flat slabs in constructions due to its many functional and economic advantages is wide-spread. Behavior of flat slabs in shear and flexure… (more)

Subjects/Keywords: protlačení; smykové vyztužení; lokálně podepřené desky; smyk; punching shear; shear reinforcement; flat slabs; shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lyčka, L. (2019). Punching Shear of Flat Slabs. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/180747

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):

Lyčka, Lukáš. “Punching Shear of Flat Slabs.” 2019. Thesis, Brno University of Technology. Accessed October 20, 2020. http://hdl.handle.net/11012/180747.

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

MLA Handbook (7th Edition):

Lyčka, Lukáš. “Punching Shear of Flat Slabs.” 2019. Web. 20 Oct 2020.

Vancouver:

Lyčka L. Punching Shear of Flat Slabs. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/11012/180747.

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

Council of Science Editors:

Lyčka L. Punching Shear of Flat Slabs. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/180747

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


University of Arkansas

21. Ovuoba, Brianna Laurene. On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders.

Degree: PhD, 2017, University of Arkansas

Shear connectors are commonly used in steel bridges to join the concrete deck and steel superstructure, providing a mechanism for shear transfer across the… (more)

Subjects/Keywords: Bridge; Fatigue; Residual Life; Shear; Shear Connector; Shear Stud; Civil Engineering; Transportation Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ovuoba, B. L. (2017). On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders. (Doctoral Dissertation). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2545

Chicago Manual of Style (16th Edition):

Ovuoba, Brianna Laurene. “On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders.” 2017. Doctoral Dissertation, University of Arkansas. Accessed October 20, 2020. https://scholarworks.uark.edu/etd/2545.

MLA Handbook (7th Edition):

Ovuoba, Brianna Laurene. “On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders.” 2017. Web. 20 Oct 2020.

Vancouver:

Ovuoba BL. On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders. [Internet] [Doctoral dissertation]. University of Arkansas; 2017. [cited 2020 Oct 20]. Available from: https://scholarworks.uark.edu/etd/2545.

Council of Science Editors:

Ovuoba BL. On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders. [Doctoral Dissertation]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/2545


University of New Orleans

22. Boppudi, Srimanth. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.

Degree: MS, Naval Architecture and Marine Engineering, 2014, University of New Orleans

  In this thesis, a new traction stress based method for characterizing shear strength is investigated by carrying out a series of shear strength tests.… (more)

Subjects/Keywords: shear strength; AWS; traction stress; transverse shear; longitudinal shear; multi-pass welds.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Boppudi, S. (2014). Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1847

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):

Boppudi, Srimanth. “Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.” 2014. Thesis, University of New Orleans. Accessed October 20, 2020. https://scholarworks.uno.edu/td/1847.

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

MLA Handbook (7th Edition):

Boppudi, Srimanth. “Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data.” 2014. Web. 20 Oct 2020.

Vancouver:

Boppudi S. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. [Internet] [Thesis]. University of New Orleans; 2014. [cited 2020 Oct 20]. Available from: https://scholarworks.uno.edu/td/1847.

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

Council of Science Editors:

Boppudi S. Further Investigation of a New Traction Stress Based Shear Strength Characterization Method with Test Data. [Thesis]. University of New Orleans; 2014. Available from: https://scholarworks.uno.edu/td/1847

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


University of Texas – Austin

23. -1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections.

Degree: MSin Engineering, Civil engineering, 2016, University of Texas – Austin

 Reinforced concrete flat slabs are widely used in modern infrastructure. Due to their comparatively simple construction, flat slabs have become especially prevalent in mid- to… (more)

Subjects/Keywords: Flat slabs; Inclined shear reinforcement; Punching shear; Slab-column connection; Two-way shear design

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-1586-5843. (2016). Inclined shear reinforcement in reinforced concrete slab-column connections. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/39061

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

Chicago Manual of Style (16th Edition):

-1586-5843. “Inclined shear reinforcement in reinforced concrete slab-column connections.” 2016. Masters Thesis, University of Texas – Austin. Accessed October 20, 2020. http://hdl.handle.net/2152/39061.

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

MLA Handbook (7th Edition):

-1586-5843. “Inclined shear reinforcement in reinforced concrete slab-column connections.” 2016. Web. 20 Oct 2020.

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

Vancouver:

-1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2152/39061.

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

Council of Science Editors:

-1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/39061

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


University of Texas – Austin

24. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

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

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

Chicago Manual of Style (16th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Masters Thesis, University of Texas – Austin. Accessed October 20, 2020. http://hdl.handle.net/2152/31760.

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 20 Oct 2020.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/2152/31760.

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760


University of Kentucky

25. Studer, Ryan Paul. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.

Degree: 2012, University of Kentucky

 Plate girders are fabricated in situations where standard structural shapes do not possess the required strength necessary to carry applied loads. In many instances, plate… (more)

Subjects/Keywords: modified shear; ultimate shear strength; web buckling; shear contribution; strain gage; Civil Engineering; Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Studer, R. P. (2012). SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/1

Chicago Manual of Style (16th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Masters Thesis, University of Kentucky. Accessed October 20, 2020. https://uknowledge.uky.edu/ce_etds/1.

MLA Handbook (7th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Web. 20 Oct 2020.

Vancouver:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Internet] [Masters thesis]. University of Kentucky; 2012. [cited 2020 Oct 20]. Available from: https://uknowledge.uky.edu/ce_etds/1.

Council of Science Editors:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Masters Thesis]. University of Kentucky; 2012. Available from: https://uknowledge.uky.edu/ce_etds/1


University of Alberta

26. Bhattacharya, Sanjay. Buckling of a thin, viscous film in an axisymmetric geometry.

Degree: MS, Department of Mechanical Engineering, 2012, University of Alberta

 An experimental study of the shear-induced buckling of a thin, viscous film in an axisymmetric geometry is presented. Rotating the inner boundary relative to a… (more)

Subjects/Keywords: viscous; shear; buckling; aximmetric

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bhattacharya, S. (2012). Buckling of a thin, viscous film in an axisymmetric geometry. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/zk51vh694

Chicago Manual of Style (16th Edition):

Bhattacharya, Sanjay. “Buckling of a thin, viscous film in an axisymmetric geometry.” 2012. Masters Thesis, University of Alberta. Accessed October 20, 2020. https://era.library.ualberta.ca/files/zk51vh694.

MLA Handbook (7th Edition):

Bhattacharya, Sanjay. “Buckling of a thin, viscous film in an axisymmetric geometry.” 2012. Web. 20 Oct 2020.

Vancouver:

Bhattacharya S. Buckling of a thin, viscous film in an axisymmetric geometry. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2020 Oct 20]. Available from: https://era.library.ualberta.ca/files/zk51vh694.

Council of Science Editors:

Bhattacharya S. Buckling of a thin, viscous film in an axisymmetric geometry. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/zk51vh694

27. 荒尾, 宣昭. Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.

Degree: 博士(歯学), 2015, Nagasaki University / 長崎大学

 Objective: The study aimed to evaluate effects of air abrasion with alumina or glass beads on bond strengths of resin cements to CAD/CAM composite materials.… (more)

Subjects/Keywords: Composite resins; Cementation; Shear strength

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

荒尾, . (2015). Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. (Thesis). Nagasaki University / 長崎大学. Retrieved from http://hdl.handle.net/10069/36196

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):

荒尾, 宣昭. “Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.” 2015. Thesis, Nagasaki University / 長崎大学. Accessed October 20, 2020. http://hdl.handle.net/10069/36196.

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

MLA Handbook (7th Edition):

荒尾, 宣昭. “Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響.” 2015. Web. 20 Oct 2020.

Vancouver:

荒尾 . Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. [Internet] [Thesis]. Nagasaki University / 長崎大学; 2015. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10069/36196.

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

Council of Science Editors:

荒尾 . Effects of air abrasion with alumina or glass beads on surface characteristics of CAD/CAM composite materials and the bond strength of resin cements : アルミナとガラスビーズによるブラスティングがCAD/CAMコンポジット材料の表面特性とレジンセメントとの接着強さに及ぼす影響. [Thesis]. Nagasaki University / 長崎大学; 2015. Available from: http://hdl.handle.net/10069/36196

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


Cape Peninsula University of Technology

28. Yakhoub, Hamat Abderrahmane. Effect of high shearing on the rheological/structural properties of highly concentrated w/o emulsions .

Degree: 2009, Cape Peninsula University of Technology

 Emulsion explosives are classified as highly concentrated water-in-oil emulsions with high droplet volume fraction that exceeding the close packing limit of spherical droplets. These emulsions… (more)

Subjects/Keywords: Emulsions; Rheology; Drops; Shear flow

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yakhoub, H. A. (2009). Effect of high shearing on the rheological/structural properties of highly concentrated w/o emulsions . (Thesis). Cape Peninsula University of Technology. Retrieved from http://etd.cput.ac.za/handle/20.500.11838/2163

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):

Yakhoub, Hamat Abderrahmane. “Effect of high shearing on the rheological/structural properties of highly concentrated w/o emulsions .” 2009. Thesis, Cape Peninsula University of Technology. Accessed October 20, 2020. http://etd.cput.ac.za/handle/20.500.11838/2163.

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

MLA Handbook (7th Edition):

Yakhoub, Hamat Abderrahmane. “Effect of high shearing on the rheological/structural properties of highly concentrated w/o emulsions .” 2009. Web. 20 Oct 2020.

Vancouver:

Yakhoub HA. Effect of high shearing on the rheological/structural properties of highly concentrated w/o emulsions . [Internet] [Thesis]. Cape Peninsula University of Technology; 2009. [cited 2020 Oct 20]. Available from: http://etd.cput.ac.za/handle/20.500.11838/2163.

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

Council of Science Editors:

Yakhoub HA. Effect of high shearing on the rheological/structural properties of highly concentrated w/o emulsions . [Thesis]. Cape Peninsula University of Technology; 2009. Available from: http://etd.cput.ac.za/handle/20.500.11838/2163

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


University of Hong Kong

29. Deng, Limei. A study of transverse waves.

Degree: 2005, University of Hong Kong

Subjects/Keywords: Shear waves.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Deng, L. (2005). A study of transverse waves. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/51898

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):

Deng, Limei. “A study of transverse waves.” 2005. Thesis, University of Hong Kong. Accessed October 20, 2020. http://hdl.handle.net/10722/51898.

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

MLA Handbook (7th Edition):

Deng, Limei. “A study of transverse waves.” 2005. Web. 20 Oct 2020.

Vancouver:

Deng L. A study of transverse waves. [Internet] [Thesis]. University of Hong Kong; 2005. [cited 2020 Oct 20]. Available from: http://hdl.handle.net/10722/51898.

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

Council of Science Editors:

Deng L. A study of transverse waves. [Thesis]. University of Hong Kong; 2005. Available from: http://hdl.handle.net/10722/51898

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


University of Alberta

30. Desalegne, Admasu S. Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 High-performance steel bars manufactured to conform to ASTM A1035-11 have different metallurgy and microstructure than conventional reinforcing steel. These changes result in an effective yield… (more)

Subjects/Keywords: High-Performance; ASTM A1035; Shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Desalegne, A. S. (2013). Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/m900nv06b

Chicago Manual of Style (16th Edition):

Desalegne, Admasu S. “Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel.” 2013. Doctoral Dissertation, University of Alberta. Accessed October 20, 2020. https://era.library.ualberta.ca/files/m900nv06b.

MLA Handbook (7th Edition):

Desalegne, Admasu S. “Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel.” 2013. Web. 20 Oct 2020.

Vancouver:

Desalegne AS. Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2020 Oct 20]. Available from: https://era.library.ualberta.ca/files/m900nv06b.

Council of Science Editors:

Desalegne AS. Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/m900nv06b

[1] [2] [3] [4] [5] … [144]

.