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You searched for subject:(shear). Showing records 1 – 30 of 3931 total matches.

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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

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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 July 21, 2019. http://hdl.handle.net/10919/35631.

MLA Handbook (7th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Web. 21 Jul 2019.

Vancouver:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Jul 21]. 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


University of Texas – Austin

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

Degree: Civil, Architectural, and Environmental 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

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APA (6th Edition):

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

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):

Nakamura, Eisuke. “Shear database for prestressed concrete members.” 2011. Thesis, University of Texas – Austin. Accessed July 21, 2019. http://hdl.handle.net/2152/ETD-UT-2011-05-3499.

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

MLA Handbook (7th Edition):

Nakamura, Eisuke. “Shear database for prestressed concrete members.” 2011. Web. 21 Jul 2019.

Vancouver:

Nakamura E. Shear database for prestressed concrete members. [Internet] [Thesis]. University of Texas – Austin; 2011. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/2152/ETD-UT-2011-05-3499.

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

Council of Science Editors:

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

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


Texas A&M University

3. Brey, Robert W. A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders.

Degree: 2010, Texas A&M University

 Full-depth precast panels are used in concrete bridges to provide several benefits such as faster construction, lower cost and reduced constructional hazard. However, one construction… (more)

Subjects/Keywords: Horizontal shear; shear connectors; full-depth decks

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APA (6th Edition):

Brey, R. W. (2010). A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7853

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):

Brey, Robert W. “A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders.” 2010. Thesis, Texas A&M University. Accessed July 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7853.

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

MLA Handbook (7th Edition):

Brey, Robert W. “A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders.” 2010. Web. 21 Jul 2019.

Vancouver:

Brey RW. A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7853.

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

Council of Science Editors:

Brey RW. A Systematic Investigation of Shear Connections Between Full-Depth Precast Panels and Precast Prestressed Bridge Girders. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7853

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


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: 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

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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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423

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):

Guelker, Miles. “Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings.” 2012. Thesis, Texas A&M University. Accessed July 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423.

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

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. 21 Jul 2019.

Vancouver:

Guelker M. Tenderness Assessment of Beef Steaks from US Foodservice and Retail Establishments Using Warner-Bratzler Shear and Consumer Sensory Panel Ratings. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423.

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

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. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10423

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


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

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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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Goodall SI. Optimizing the performance of gypsum wall board in wood frame shear walls. [Internet] [Masters thesis]. Oregon State University; 2010. [cited 2019 Jul 21]. 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

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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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Chen Y. Quantifying the compressive ductility of concrete in RC members through shear friction mechanics. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2019 Jul 21]. 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


Delft University of Technology

7. Sun, X. Small and medium scale direct shear test of the Bremanger sandstone rockfill:.

Degree: 2010, Delft University of Technology

 This study focuses on the shear strength of the Bremanger sandstone used as rockfill for a crane walkway. The rockfill was tested in a small… (more)

Subjects/Keywords: rockfill; direct shear box; shear strength model

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APA (6th Edition):

Sun, X. (2010). Small and medium scale direct shear test of the Bremanger sandstone rockfill:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6

Chicago Manual of Style (16th Edition):

Sun, X. “Small and medium scale direct shear test of the Bremanger sandstone rockfill:.” 2010. Masters Thesis, Delft University of Technology. Accessed July 21, 2019. http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6.

MLA Handbook (7th Edition):

Sun, X. “Small and medium scale direct shear test of the Bremanger sandstone rockfill:.” 2010. Web. 21 Jul 2019.

Vancouver:

Sun X. Small and medium scale direct shear test of the Bremanger sandstone rockfill:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Jul 21]. Available from: http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6.

Council of Science Editors:

Sun X. Small and medium scale direct shear test of the Bremanger sandstone rockfill:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:0ad129cb-d6a6-4d25-8f88-982b18ef8be6


California State University – East Bay

8. 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

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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 July 21, 2019. 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. 21 Jul 2019.

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 2019 Jul 21]. 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


Addis Ababa University

9. 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

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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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Ayenew Z. INVESTIGATION INTO SHEAR STRENGTH CHARACTERISTICS OF EXPANSIVE SOIL OF ETHIOPIA . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2019 Jul 21]. 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 Illinois – Chicago

10. 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

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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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Abbasi Z. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. [Internet] [Thesis]. University of Illinois – Chicago; 2017. [cited 2019 Jul 21]. 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


Rutgers University

11. Kalluri, Ram Chandra Murthy, 1984-. Dynamics and rheology of a dilute suspension of elastic capsules.

Degree: MS, Mechanical and Aerospace Engineering, 2010, Rutgers University

 Three-dimensional numerical simulations using front-tracking method are considered to study the dynamics and rheology of a suspension of elastic capsules in linear shear flow over… (more)

Subjects/Keywords: Rheology; Shear flow

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APA (6th Edition):

Kalluri, Ram Chandra Murthy, 1. (2010). Dynamics and rheology of a dilute suspension of elastic capsules. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056450

Chicago Manual of Style (16th Edition):

Kalluri, Ram Chandra Murthy, 1984-. “Dynamics and rheology of a dilute suspension of elastic capsules.” 2010. Masters Thesis, Rutgers University. Accessed July 21, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056450.

MLA Handbook (7th Edition):

Kalluri, Ram Chandra Murthy, 1984-. “Dynamics and rheology of a dilute suspension of elastic capsules.” 2010. Web. 21 Jul 2019.

Vancouver:

Kalluri, Ram Chandra Murthy 1. Dynamics and rheology of a dilute suspension of elastic capsules. [Internet] [Masters thesis]. Rutgers University; 2010. [cited 2019 Jul 21]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056450.

Council of Science Editors:

Kalluri, Ram Chandra Murthy 1. Dynamics and rheology of a dilute suspension of elastic capsules. [Masters Thesis]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000056450


University of Texas – Austin

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

Degree: Civil, Architectural, and Environmental 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

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APA (6th Edition):

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

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):

McCammon, Victoria Elizabeth. “In-plane shear strength and stiffness of precast concrete panels.” 2015. Thesis, University of Texas – Austin. Accessed July 21, 2019. http://hdl.handle.net/2152/34054.

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

MLA Handbook (7th Edition):

McCammon, Victoria Elizabeth. “In-plane shear strength and stiffness of precast concrete panels.” 2015. Web. 21 Jul 2019.

Vancouver:

McCammon VE. In-plane shear strength and stiffness of precast concrete panels. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/2152/34054.

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

Council of Science Editors:

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

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

13. 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

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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 July 21, 2019. 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. 21 Jul 2019.

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 2019 Jul 21]. 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/


University of Manitoba

14. 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

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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 July 21, 2019. 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. 21 Jul 2019.

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 2019 Jul 21]. 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 Utah

15. 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

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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 July 21, 2019. 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. 21 Jul 2019.

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 2019 Jul 21]. 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


University of Waterloo

16. Porter, Taylor Kenneth. The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders.

Degree: 2017, University of Waterloo

 Extensive research dating back to 1965 has been conducted on the fatigue performance of headed shear stud connectors in steel and cast-in-place composite girders. However,… (more)

Subjects/Keywords: Fatigue; Composite girders; shear connector; shear stud; shear pocket; precast; bridge

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APA (6th Edition):

Porter, T. K. (2017). The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11221

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):

Porter, Taylor Kenneth. “The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders.” 2017. Thesis, University of Waterloo. Accessed July 21, 2019. http://hdl.handle.net/10012/11221.

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

MLA Handbook (7th Edition):

Porter, Taylor Kenneth. “The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders.” 2017. Web. 21 Jul 2019.

Vancouver:

Porter TK. The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders. [Internet] [Thesis]. University of Waterloo; 2017. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10012/11221.

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

Council of Science Editors:

Porter TK. The Fatigue Resistance of Headed Shear Stud Connectors in Steel-Precast Composite Girders. [Thesis]. University of Waterloo; 2017. Available from: http://hdl.handle.net/10012/11221

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


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

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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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Yurgec MJ. A Rheological Analysis of Shear on a Model Emulsion System. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2019 Jul 21]. 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


University of Texas – Austin

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

Degree: Civil, Architectural, and Environmental 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

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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. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/34061

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):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Thesis, University of Texas – Austin. Accessed July 21, 2019. http://hdl.handle.net/2152/34061.

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

MLA Handbook (7th Edition):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Web. 21 Jul 2019.

Vancouver:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Internet] [Thesis]. University of Texas – Austin; 2015. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/2152/34061.

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

Council of Science Editors:

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

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


University of Kentucky

19. 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

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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 http://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 July 21, 2019. http://uknowledge.uky.edu/ce_etds/1.

MLA Handbook (7th Edition):

Studer, Ryan Paul. “SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS.” 2012. Web. 21 Jul 2019.

Vancouver:

Studer RP. SHEAR STRENGTH OF WEB-TAPERED I-SHAPED MEMBERS. [Internet] [Masters thesis]. University of Kentucky; 2012. [cited 2019 Jul 21]. Available from: http://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: http://uknowledge.uky.edu/ce_etds/1


University of Arkansas

20. 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

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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 July 21, 2019. 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. 21 Jul 2019.

Vancouver:

Ovuoba BL. On the Fatigue of Headed Shear Studs in Steel-Concrete Composite Bridge Girders. [Internet] [Doctoral dissertation]. University of Arkansas; 2017. [cited 2019 Jul 21]. 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 Texas – Austin

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

Degree: Civil, Architectural, and Environmental 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

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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. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

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):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Thesis, University of Texas – Austin. Accessed July 21, 2019. http://hdl.handle.net/2152/31760.

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

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 21 Jul 2019.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/2152/31760.

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

Council of Science Editors:

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

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


University of Texas – Austin

22. -1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections.

Degree: Civil, Architectural, and Environmental 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

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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. (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
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

-1586-5843. “Inclined shear reinforcement in reinforced concrete slab-column connections.” 2016. Thesis, University of Texas – Austin. Accessed July 21, 2019. http://hdl.handle.net/2152/39061.

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

MLA Handbook (7th Edition):

-1586-5843. “Inclined shear reinforcement in reinforced concrete slab-column connections.” 2016. Web. 21 Jul 2019.

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] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jul 21]. 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
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

-1586-5843. Inclined shear reinforcement in reinforced concrete slab-column connections. [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
Not specified: Masters Thesis or Doctoral Dissertation


University of New Orleans

23. 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.

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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 July 21, 2019. 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. 21 Jul 2019.

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 2019 Jul 21]. 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 Alberta

24. 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

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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 July 21, 2019. 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. 21 Jul 2019.

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 2019 Jul 21]. 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


Texas A&M University

25. Guarriello, Felicia Rose. The Effects of Low-Level Wind Shear Orientation, Depth, and Magnitude on Low-Level Rotation in Simulated Supercell Thunderstorms.

Degree: 2016, Texas A&M University

 Supercell thunderstorms simulated using the numerical model CM1 are used to analyze the effects of low-level vertical wind shear on near-ground rotation in the storm.… (more)

Subjects/Keywords: low-level shear; supercell

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APA (6th Edition):

Guarriello, F. R. (2016). The Effects of Low-Level Wind Shear Orientation, Depth, and Magnitude on Low-Level Rotation in Simulated Supercell Thunderstorms. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158140

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):

Guarriello, Felicia Rose. “The Effects of Low-Level Wind Shear Orientation, Depth, and Magnitude on Low-Level Rotation in Simulated Supercell Thunderstorms.” 2016. Thesis, Texas A&M University. Accessed July 21, 2019. http://hdl.handle.net/1969.1/158140.

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

MLA Handbook (7th Edition):

Guarriello, Felicia Rose. “The Effects of Low-Level Wind Shear Orientation, Depth, and Magnitude on Low-Level Rotation in Simulated Supercell Thunderstorms.” 2016. Web. 21 Jul 2019.

Vancouver:

Guarriello FR. The Effects of Low-Level Wind Shear Orientation, Depth, and Magnitude on Low-Level Rotation in Simulated Supercell Thunderstorms. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/1969.1/158140.

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

Council of Science Editors:

Guarriello FR. The Effects of Low-Level Wind Shear Orientation, Depth, and Magnitude on Low-Level Rotation in Simulated Supercell Thunderstorms. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158140

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


Texas A&M University

26. Brackin, Michael S. Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers.

Degree: 2010, Texas A&M University

 Laminated glass is comprised of multiple glass plates coupled together in a sandwich construction through the use of a polymorphous interlayer that acts as a… (more)

Subjects/Keywords: Laminated Glass; Interlayer Shear Modulus

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APA (6th Edition):

Brackin, M. S. (2010). Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990

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):

Brackin, Michael S. “Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers.” 2010. Thesis, Texas A&M University. Accessed July 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990.

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

MLA Handbook (7th Edition):

Brackin, Michael S. “Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers.” 2010. Web. 21 Jul 2019.

Vancouver:

Brackin MS. Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990.

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

Council of Science Editors:

Brackin MS. Development of a Procedure to Evaluate the Shear Modulus of Laminated Glass Interlayers. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-7990

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


Texas A&M University

27. Kulkarni, Renu Uday. A potential technique to determine the unsaturated soil shear strength parameter.

Degree: 2008, Texas A&M University

 The shear strength behavior of unsaturated soils is a complex phenomenon. The major factors that lead to the complex behavior are grain size, natural alteration… (more)

Subjects/Keywords: Unsaturated soil mechanics; shear strength

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APA (6th Edition):

Kulkarni, R. U. (2008). A potential technique to determine the unsaturated soil shear strength parameter. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/86016

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):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Thesis, Texas A&M University. Accessed July 21, 2019. http://hdl.handle.net/1969.1/86016.

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

MLA Handbook (7th Edition):

Kulkarni, Renu Uday. “A potential technique to determine the unsaturated soil shear strength parameter.” 2008. Web. 21 Jul 2019.

Vancouver:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Internet] [Thesis]. Texas A&M University; 2008. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/1969.1/86016.

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

Council of Science Editors:

Kulkarni RU. A potential technique to determine the unsaturated soil shear strength parameter. [Thesis]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/86016

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


Victoria University of Wellington

28. Wessel, Andreas. Automatic Shear Wave Splitting Measurements at Mt. Ruapehu Volcano, New Zealand.

Degree: 2010, Victoria University of Wellington

 This thesis presents an automatic shear wave splitting measurement tool and the results from its application to data recorded in the vicinity of Mt. Ruapehu… (more)

Subjects/Keywords: Anisotropy; Ruapehu; Shear wave splitting

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APA (6th Edition):

Wessel, A. (2010). Automatic Shear Wave Splitting Measurements at Mt. Ruapehu Volcano, New Zealand. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/1429

Chicago Manual of Style (16th Edition):

Wessel, Andreas. “Automatic Shear Wave Splitting Measurements at Mt. Ruapehu Volcano, New Zealand.” 2010. Masters Thesis, Victoria University of Wellington. Accessed July 21, 2019. http://hdl.handle.net/10063/1429.

MLA Handbook (7th Edition):

Wessel, Andreas. “Automatic Shear Wave Splitting Measurements at Mt. Ruapehu Volcano, New Zealand.” 2010. Web. 21 Jul 2019.

Vancouver:

Wessel A. Automatic Shear Wave Splitting Measurements at Mt. Ruapehu Volcano, New Zealand. [Internet] [Masters thesis]. Victoria University of Wellington; 2010. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10063/1429.

Council of Science Editors:

Wessel A. Automatic Shear Wave Splitting Measurements at Mt. Ruapehu Volcano, New Zealand. [Masters Thesis]. Victoria University of Wellington; 2010. Available from: http://hdl.handle.net/10063/1429


Victoria University of Wellington

29. Unglert, Katharina. Crustal Cracks in Areas of Active Deformation: Correlation of GPS and Seismic Anisotropy.

Degree: 2011, Victoria University of Wellington

 Seismic anisotropy in the upper crust can be observed from shear-wave split- ting. It is closely related to crack distribution, orientation and density via the… (more)

Subjects/Keywords: Shear-wave splitting; GPS

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

APA (6th Edition):

Unglert, K. (2011). Crustal Cracks in Areas of Active Deformation: Correlation of GPS and Seismic Anisotropy. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/1650

Chicago Manual of Style (16th Edition):

Unglert, Katharina. “Crustal Cracks in Areas of Active Deformation: Correlation of GPS and Seismic Anisotropy.” 2011. Masters Thesis, Victoria University of Wellington. Accessed July 21, 2019. http://hdl.handle.net/10063/1650.

MLA Handbook (7th Edition):

Unglert, Katharina. “Crustal Cracks in Areas of Active Deformation: Correlation of GPS and Seismic Anisotropy.” 2011. Web. 21 Jul 2019.

Vancouver:

Unglert K. Crustal Cracks in Areas of Active Deformation: Correlation of GPS and Seismic Anisotropy. [Internet] [Masters thesis]. Victoria University of Wellington; 2011. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10063/1650.

Council of Science Editors:

Unglert K. Crustal Cracks in Areas of Active Deformation: Correlation of GPS and Seismic Anisotropy. [Masters Thesis]. Victoria University of Wellington; 2011. Available from: http://hdl.handle.net/10063/1650


Victoria University of Wellington

30. Gillam, Benjamin G. Kinematics of the Central Alpine Fault Mylonite Zone, Tatare Stream, South Island, New Zealand.

Degree: 2011, Victoria University of Wellington

 The hanging wall of the Alpine Fault (AF) near Franz Josef Glacier has been exhumed during the past ~3 m. y. providing a sample of… (more)

Subjects/Keywords: Alpine Fault; Shear zone; Mylonites

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

APA (6th Edition):

Gillam, B. G. (2011). Kinematics of the Central Alpine Fault Mylonite Zone, Tatare Stream, South Island, New Zealand. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/2005

Chicago Manual of Style (16th Edition):

Gillam, Benjamin G. “Kinematics of the Central Alpine Fault Mylonite Zone, Tatare Stream, South Island, New Zealand.” 2011. Masters Thesis, Victoria University of Wellington. Accessed July 21, 2019. http://hdl.handle.net/10063/2005.

MLA Handbook (7th Edition):

Gillam, Benjamin G. “Kinematics of the Central Alpine Fault Mylonite Zone, Tatare Stream, South Island, New Zealand.” 2011. Web. 21 Jul 2019.

Vancouver:

Gillam BG. Kinematics of the Central Alpine Fault Mylonite Zone, Tatare Stream, South Island, New Zealand. [Internet] [Masters thesis]. Victoria University of Wellington; 2011. [cited 2019 Jul 21]. Available from: http://hdl.handle.net/10063/2005.

Council of Science Editors:

Gillam BG. Kinematics of the Central Alpine Fault Mylonite Zone, Tatare Stream, South Island, New Zealand. [Masters Thesis]. Victoria University of Wellington; 2011. Available from: http://hdl.handle.net/10063/2005

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