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

Dept: Civil Engineering

You searched for subject:(Friction). Showing records 1 – 30 of 35 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ 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 July 16, 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. 16 Jul 2019.

Vancouver:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Jul 16]. 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 Cape Town

2. Lillie, Edwin. Friction equation for uniform flow in channels of large relative roughness.

Degree: Image, Civil Engineering, 1989, University of Cape Town

 This thesis is an experimental investigation of the roughness problem in open channel flow. A literature review is given on the previous research done on… (more)

Subjects/Keywords: Friction; Streamflow

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lillie, E. (1989). Friction equation for uniform flow in channels of large relative roughness. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/18793

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):

Lillie, Edwin. “Friction equation for uniform flow in channels of large relative roughness.” 1989. Thesis, University of Cape Town. Accessed July 16, 2019. http://hdl.handle.net/11427/18793.

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

MLA Handbook (7th Edition):

Lillie, Edwin. “Friction equation for uniform flow in channels of large relative roughness.” 1989. Web. 16 Jul 2019.

Vancouver:

Lillie E. Friction equation for uniform flow in channels of large relative roughness. [Internet] [Thesis]. University of Cape Town; 1989. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/11427/18793.

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

Council of Science Editors:

Lillie E. Friction equation for uniform flow in channels of large relative roughness. [Thesis]. University of Cape Town; 1989. Available from: http://hdl.handle.net/11427/18793

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


Virginia Tech

3. Gonzalez, Oscar Daniel. Evaluation Of Pavement Surface Friction Seasonal Variations.

Degree: MS, Civil Engineering, 2009, Virginia Tech

 ABSTRACT Wet-pavement friction is one of the most important pavement characteristics in relation to highway safety. This property is difficult to measure because it is… (more)

Subjects/Keywords: seasonal variations; friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gonzalez, O. D. (2009). Evaluation Of Pavement Surface Friction Seasonal Variations. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31179

Chicago Manual of Style (16th Edition):

Gonzalez, Oscar Daniel. “Evaluation Of Pavement Surface Friction Seasonal Variations.” 2009. Masters Thesis, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/31179.

MLA Handbook (7th Edition):

Gonzalez, Oscar Daniel. “Evaluation Of Pavement Surface Friction Seasonal Variations.” 2009. Web. 16 Jul 2019.

Vancouver:

Gonzalez OD. Evaluation Of Pavement Surface Friction Seasonal Variations. [Internet] [Masters thesis]. Virginia Tech; 2009. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/31179.

Council of Science Editors:

Gonzalez OD. Evaluation Of Pavement Surface Friction Seasonal Variations. [Masters Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/31179


Virginia Tech

4. Kosoglu, Laura Marie. Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces.

Degree: PhD, Civil Engineering, 2011, Virginia Tech

 Clay consolidation has generally been considered from a macro-scale perspective by measuring the macro-scale compression of a clay soil over time. Clay particles in consolidation… (more)

Subjects/Keywords: creep; secondary compression; friction; AFM; clay

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kosoglu, L. M. (2011). Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77350

Chicago Manual of Style (16th Edition):

Kosoglu, Laura Marie. “Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces.” 2011. Doctoral Dissertation, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/77350.

MLA Handbook (7th Edition):

Kosoglu, Laura Marie. “Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces.” 2011. Web. 16 Jul 2019.

Vancouver:

Kosoglu LM. Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/77350.

Council of Science Editors:

Kosoglu LM. Modeling Macro-scale Clay Behavior at Micro-scale Clay Particle Interfaces. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/77350


University of Connecticut

5. Zmetra, Kevin M. The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections.

Degree: MS, Civil Engineering, 2012, University of Connecticut

  Block shear is a complex failure mechanism in bolted and welded steel components such as gusset plates, webs of coped beams, angles and tees.… (more)

Subjects/Keywords: Block Shear; Steel; Friction; Pretension; Eccentricity

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zmetra, K. M. (2012). The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/345

Chicago Manual of Style (16th Edition):

Zmetra, Kevin M. “The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections.” 2012. Masters Thesis, University of Connecticut. Accessed July 16, 2019. https://opencommons.uconn.edu/gs_theses/345.

MLA Handbook (7th Edition):

Zmetra, Kevin M. “The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections.” 2012. Web. 16 Jul 2019.

Vancouver:

Zmetra KM. The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections. [Internet] [Masters thesis]. University of Connecticut; 2012. [cited 2019 Jul 16]. Available from: https://opencommons.uconn.edu/gs_theses/345.

Council of Science Editors:

Zmetra KM. The Effects of Bolt Pretension, In-Plane Eccentricity, and Friction on the Ductility of Block Shear Connections. [Masters Thesis]. University of Connecticut; 2012. Available from: https://opencommons.uconn.edu/gs_theses/345


North Carolina State University

6. Wilkins, James Kevin. The influence of classical and non-classical friction on sliding.

Degree: PhD, Civil Engineering, 2009, North Carolina State University

 This study has identified two types of friction, referred to as non-classical, that are found when dealing with vinyl flooring tiles that are not well… (more)

Subjects/Keywords: fragility; earthquake; hazard; seismic; sliding; friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wilkins, J. K. (2009). The influence of classical and non-classical friction on sliding. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/3615

Chicago Manual of Style (16th Edition):

Wilkins, James Kevin. “The influence of classical and non-classical friction on sliding.” 2009. Doctoral Dissertation, North Carolina State University. Accessed July 16, 2019. http://www.lib.ncsu.edu/resolver/1840.16/3615.

MLA Handbook (7th Edition):

Wilkins, James Kevin. “The influence of classical and non-classical friction on sliding.” 2009. Web. 16 Jul 2019.

Vancouver:

Wilkins JK. The influence of classical and non-classical friction on sliding. [Internet] [Doctoral dissertation]. North Carolina State University; 2009. [cited 2019 Jul 16]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3615.

Council of Science Editors:

Wilkins JK. The influence of classical and non-classical friction on sliding. [Doctoral Dissertation]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3615


University of Akron

7. Khasawneh, Mohammad Ali. The Development and Verification of a New Accelerated Polishing Machine.

Degree: PhD, Civil Engineering, 2008, University of Akron

  During the entire life cycle of a pavement, highway agencies are expected to monitor and maintain an adequate surface roughness (texture) to facilitate friction(more)

Subjects/Keywords: Civil Engineering; Polishing; Friction; Texture; Temperature; Dynamic Friction Tester; Circular Texture Meter; British Pendulum Tester; and Sand Patch Method

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khasawneh, M. A. (2008). The Development and Verification of a New Accelerated Polishing Machine. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821

Chicago Manual of Style (16th Edition):

Khasawneh, Mohammad Ali. “The Development and Verification of a New Accelerated Polishing Machine.” 2008. Doctoral Dissertation, University of Akron. Accessed July 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821.

MLA Handbook (7th Edition):

Khasawneh, Mohammad Ali. “The Development and Verification of a New Accelerated Polishing Machine.” 2008. Web. 16 Jul 2019.

Vancouver:

Khasawneh MA. The Development and Verification of a New Accelerated Polishing Machine. [Internet] [Doctoral dissertation]. University of Akron; 2008. [cited 2019 Jul 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821.

Council of Science Editors:

Khasawneh MA. The Development and Verification of a New Accelerated Polishing Machine. [Doctoral Dissertation]. University of Akron; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1214408821


University of Minnesota

8. Kostick, Robert. A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions.

Degree: MS, Civil Engineering, 2015, University of Minnesota

 In recent history the Minnesota Department of Transportation has looked to improve the safety of bridge decks by installing high friction overlays (HFO). A comprehensive… (more)

Subjects/Keywords: Bridge; Cold Climate; Crash Protection; Epoxy; High Friction Overlay; Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kostick, R. (2015). A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/174796

Chicago Manual of Style (16th Edition):

Kostick, Robert. “A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions.” 2015. Masters Thesis, University of Minnesota. Accessed July 16, 2019. http://hdl.handle.net/11299/174796.

MLA Handbook (7th Edition):

Kostick, Robert. “A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions.” 2015. Web. 16 Jul 2019.

Vancouver:

Kostick R. A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions. [Internet] [Masters thesis]. University of Minnesota; 2015. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/11299/174796.

Council of Science Editors:

Kostick R. A Comprehensive Evaluation of High Friction Overlay Systems on Bridge Decks in Cold Climate Regions. [Masters Thesis]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/174796


Clemson University

9. Repik, Thomas Stephen. Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures.

Degree: MS, Civil Engineering, 2016, Clemson University

 Understanding how the aggregate structure changes during mixing andcompacting are critical for the performance of open graded asphalt designs. Open gradedfriction course (OGFC) consists of… (more)

Subjects/Keywords: Abrasion resistance; Aggregate; Aggregate Breakdown; Cantabro; Durability; Gradation; Hot mixed asphalt; LA abrasion; OGFC; Open-graded friction course; Porous asphalt; Porous friction course; Porosity

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Repik, T. S. (2016). Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2533

Chicago Manual of Style (16th Edition):

Repik, Thomas Stephen. “Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures.” 2016. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/2533.

MLA Handbook (7th Edition):

Repik, Thomas Stephen. “Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures.” 2016. Web. 16 Jul 2019.

Vancouver:

Repik TS. Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures. [Internet] [Masters thesis]. Clemson University; 2016. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/2533.

Council of Science Editors:

Repik TS. Laboratory Evaluation of the Influence of Aggregate Los Angeles (LA) Abrasion on Performance of Open Graded Friction Course (OGFC) Mixtures. [Masters Thesis]. Clemson University; 2016. Available from: https://tigerprints.clemson.edu/all_theses/2533


Virginia Tech

10. Roa, Julio Alberto. Evaluation of International Friction Index and High-Friction Surfaces.

Degree: MS, Civil Engineering, 2008, Virginia Tech

 State highway agencies have an obligation to provide users with optimal surface conditions under various weather conditions throughout the year. A satisfactory pavement surface should… (more)

Subjects/Keywords: high-friction surface; harmonization; International Friction Index; testing devices.; safety

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Roa, J. A. (2008). Evaluation of International Friction Index and High-Friction Surfaces. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36277

Chicago Manual of Style (16th Edition):

Roa, Julio Alberto. “Evaluation of International Friction Index and High-Friction Surfaces.” 2008. Masters Thesis, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/36277.

MLA Handbook (7th Edition):

Roa, Julio Alberto. “Evaluation of International Friction Index and High-Friction Surfaces.” 2008. Web. 16 Jul 2019.

Vancouver:

Roa JA. Evaluation of International Friction Index and High-Friction Surfaces. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/36277.

Council of Science Editors:

Roa JA. Evaluation of International Friction Index and High-Friction Surfaces. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/36277


Clemson University

11. Wurst, James. Evaluation of Warm Mix Open Graded Friction Course Mixtures.

Degree: MS, Civil Engineering, 2011, Clemson University

 The goal of this study was to evaluate EvothermTM (a chemical package) and foaming (a water-injection method) warm mix asphalt (WMA) technologies to determine their… (more)

Subjects/Keywords: evotherm; fiber; foaming; open graded friction course; porous asphalt; warm mix; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wurst, J. (2011). Evaluation of Warm Mix Open Graded Friction Course Mixtures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1191

Chicago Manual of Style (16th Edition):

Wurst, James. “Evaluation of Warm Mix Open Graded Friction Course Mixtures.” 2011. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/1191.

MLA Handbook (7th Edition):

Wurst, James. “Evaluation of Warm Mix Open Graded Friction Course Mixtures.” 2011. Web. 16 Jul 2019.

Vancouver:

Wurst J. Evaluation of Warm Mix Open Graded Friction Course Mixtures. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/1191.

Council of Science Editors:

Wurst J. Evaluation of Warm Mix Open Graded Friction Course Mixtures. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1191


Clemson University

12. Kothala, Venkat Sai Kumar. Use of Image Analysis as a Tool for Evaluating Various Construction Materials.

Degree: MS, Civil Engineering, 2018, Clemson University

 Characterization of internal structure is necessary to understand the behavior of construction materials under different conditions. Image analysis possesses the technological advantages to better understand… (more)

Subjects/Keywords: Air void; Asphalt binder; Image analysis; Internal structure; Porous friction course mixtures; Thermal imaging

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kothala, V. S. K. (2018). Use of Image Analysis as a Tool for Evaluating Various Construction Materials. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2855

Chicago Manual of Style (16th Edition):

Kothala, Venkat Sai Kumar. “Use of Image Analysis as a Tool for Evaluating Various Construction Materials.” 2018. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/2855.

MLA Handbook (7th Edition):

Kothala, Venkat Sai Kumar. “Use of Image Analysis as a Tool for Evaluating Various Construction Materials.” 2018. Web. 16 Jul 2019.

Vancouver:

Kothala VSK. Use of Image Analysis as a Tool for Evaluating Various Construction Materials. [Internet] [Masters thesis]. Clemson University; 2018. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/2855.

Council of Science Editors:

Kothala VSK. Use of Image Analysis as a Tool for Evaluating Various Construction Materials. [Masters Thesis]. Clemson University; 2018. Available from: https://tigerprints.clemson.edu/all_theses/2855


Virginia Tech

13. Scott, Jana. Interface Shear Strength in Lightweight Concrete Bridge Girders.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Precast girders and cast-in-place decks are a typical type of concrete bridge construction. A key part of this type of construction is developing composite action… (more)

Subjects/Keywords: Horizontal Shear; Lightweight Concrete; Precast Girder; Cast-In-Place Deck; Shear Friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Scott, J. (2010). Interface Shear Strength in Lightweight Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33922

Chicago Manual of Style (16th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Masters Thesis, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/33922.

MLA Handbook (7th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Web. 16 Jul 2019.

Vancouver:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/33922.

Council of Science Editors:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/33922


Purdue University

14. Bonachera Martin, Francisco Javier. DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS.

Degree: MS, Civil Engineering, 2014, Purdue University

  The characterization of fatigue resistance is one of the main concerns in structural engineering, a concern that is particularly important in the evaluation of… (more)

Subjects/Keywords: Applied sciences; Built-up; Fatigue; Finite element analysis; Friction; Pre-tension; Redundancy; Civil Engineering; Materials Science and Engineering; Mechanics of Materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bonachera Martin, F. J. (2014). DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/157

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):

Bonachera Martin, Francisco Javier. “DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS.” 2014. Thesis, Purdue University. Accessed July 16, 2019. http://docs.lib.purdue.edu/open_access_theses/157.

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

MLA Handbook (7th Edition):

Bonachera Martin, Francisco Javier. “DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS.” 2014. Web. 16 Jul 2019.

Vancouver:

Bonachera Martin FJ. DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS. [Internet] [Thesis]. Purdue University; 2014. [cited 2019 Jul 16]. Available from: http://docs.lib.purdue.edu/open_access_theses/157.

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

Council of Science Editors:

Bonachera Martin FJ. DETAILED FINITE ELEMENT ANALYSIS AND PRELIMINARY STUDY OF THE EFFECTS OF FRICTION AND FASTENER PRE-TENSION ON THE MECHANICAL BEHAVIOR OF FASTENED BUILT-UP MEMBERS. [Thesis]. Purdue University; 2014. Available from: http://docs.lib.purdue.edu/open_access_theses/157

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


Purdue University

15. Alvarado Calle, Maria Gabriela. Laboratory Characterization of Ohio Gold Frac Sand.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  The mechanical response of sand depends on state variables (such as density, stress state and fabric) and intrinsic variables (such as particle size distribution… (more)

Subjects/Keywords: Applied sciences; 1d compression test; Breakage parameters; Mobilized friction angle; Particle crushing; Particle morphology; Ring shear test; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Alvarado Calle, M. G. (2016). Laboratory Characterization of Ohio Gold Frac Sand. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/919

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):

Alvarado Calle, Maria Gabriela. “Laboratory Characterization of Ohio Gold Frac Sand.” 2016. Thesis, Purdue University. Accessed July 16, 2019. https://docs.lib.purdue.edu/open_access_theses/919.

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

MLA Handbook (7th Edition):

Alvarado Calle, Maria Gabriela. “Laboratory Characterization of Ohio Gold Frac Sand.” 2016. Web. 16 Jul 2019.

Vancouver:

Alvarado Calle MG. Laboratory Characterization of Ohio Gold Frac Sand. [Internet] [Thesis]. Purdue University; 2016. [cited 2019 Jul 16]. Available from: https://docs.lib.purdue.edu/open_access_theses/919.

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

Council of Science Editors:

Alvarado Calle MG. Laboratory Characterization of Ohio Gold Frac Sand. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/919

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


Purdue University

16. Espinoza Chavez, Wilson Fernando. Laboratory characterization of2Q-ROK sand.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  A series of laboratory tests were performed in a sand commercially known as2Q-ROK to determine its response to loading. #2Q-ROK is a poorly-graded, clean… (more)

Subjects/Keywords: Applied sciences; Breakage parameters; Critical state; Friction angle; Particle crushing; Particle morphology; Silica sand; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Espinoza Chavez, W. F. (2016). Laboratory characterization of2Q-ROK sand. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/942

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):

Espinoza Chavez, Wilson Fernando. “Laboratory characterization of2Q-ROK sand.” 2016. Thesis, Purdue University. Accessed July 16, 2019. https://docs.lib.purdue.edu/open_access_theses/942.

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

MLA Handbook (7th Edition):

Espinoza Chavez, Wilson Fernando. “Laboratory characterization of2Q-ROK sand.” 2016. Web. 16 Jul 2019.

Vancouver:

Espinoza Chavez WF. Laboratory characterization of2Q-ROK sand. [Internet] [Thesis]. Purdue University; 2016. [cited 2019 Jul 16]. Available from: https://docs.lib.purdue.edu/open_access_theses/942.

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

Council of Science Editors:

Espinoza Chavez WF. Laboratory characterization of2Q-ROK sand. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/942

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


Virginia Tech

17. Luo, Yingjian. The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road.

Degree: MS, Civil Engineering, 2003, Virginia Tech

 Wet-pavement friction is a public concern because of its direct relation to highway safety. Both short- and long-term seasonal variations have been observed in friction(more)

Subjects/Keywords: Pavement Temperature; Skid Number; Pavement Surface Characteristics; Pavement Friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Luo, Y. (2003). The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31137

Chicago Manual of Style (16th Edition):

Luo, Yingjian. “The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road.” 2003. Masters Thesis, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/31137.

MLA Handbook (7th Edition):

Luo, Yingjian. “The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road.” 2003. Web. 16 Jul 2019.

Vancouver:

Luo Y. The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/31137.

Council of Science Editors:

Luo Y. The Effect of Pavement Temperature on Frictional Properties of Pavement Surfaces at the Virginia Smart Road. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/31137


Virginia Tech

18. Wallenfelsz, Joseph A. Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Full-depth precast deck panels are a promising alternative to the conventional cast-in-place concrete deck. They afford reduced construction time and fewer burdens on the motoring… (more)

Subjects/Keywords: Shear Connectors; Shear Friction; Precast Panels; Horizontal Shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wallenfelsz, J. A. (2006). Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31943

Chicago Manual of Style (16th Edition):

Wallenfelsz, Joseph A. “Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels.” 2006. Masters Thesis, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/31943.

MLA Handbook (7th Edition):

Wallenfelsz, Joseph A. “Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels.” 2006. Web. 16 Jul 2019.

Vancouver:

Wallenfelsz JA. Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/31943.

Council of Science Editors:

Wallenfelsz JA. Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/31943


Virginia Tech

19. Patel, Hardik D. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 Light-framed wood structures generally have satisfied the life safety objective of the current seismic design approach. The main source of energy dissipation in such structures… (more)

Subjects/Keywords: Friction dampers; Permanent magnets; Passive energy dissipation devices; Light

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Patel, H. D. (2005). Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42707

Chicago Manual of Style (16th Edition):

Patel, Hardik D. “Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures.” 2005. Masters Thesis, Virginia Tech. Accessed July 16, 2019. http://hdl.handle.net/10919/42707.

MLA Handbook (7th Edition):

Patel, Hardik D. “Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures.” 2005. Web. 16 Jul 2019.

Vancouver:

Patel HD. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/10919/42707.

Council of Science Editors:

Patel HD. Use of Permanent Magnets to Improve the Seismic Behavior of Light-Framed Structures. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/42707


Mississippi State University

20. Robinson, William Jeremy. Design and Performance of Open Graded Friction Course Hot Mix Asphalt.

Degree: MS, Civil Engineering, 2005, Mississippi State University

 Open-graded friction course (OGFC) is a porous mix primarily used to improve pavement safety. OGFC is characterized by air voids ranging from 15 to 20… (more)

Subjects/Keywords: draindown; open graded friction course; permeability; abrasion loss

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Robinson, W. J. (2005). Design and Performance of Open Graded Friction Course Hot Mix Asphalt. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;

Chicago Manual of Style (16th Edition):

Robinson, William Jeremy. “Design and Performance of Open Graded Friction Course Hot Mix Asphalt.” 2005. Masters Thesis, Mississippi State University. Accessed July 16, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;.

MLA Handbook (7th Edition):

Robinson, William Jeremy. “Design and Performance of Open Graded Friction Course Hot Mix Asphalt.” 2005. Web. 16 Jul 2019.

Vancouver:

Robinson WJ. Design and Performance of Open Graded Friction Course Hot Mix Asphalt. [Internet] [Masters thesis]. Mississippi State University; 2005. [cited 2019 Jul 16]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;.

Council of Science Editors:

Robinson WJ. Design and Performance of Open Graded Friction Course Hot Mix Asphalt. [Masters Thesis]. Mississippi State University; 2005. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03312005-101655/ ;


University of Tennessee – Knoxville

21. Lee, Karen Carmen. PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS.

Degree: MS, Civil Engineering, 2017, University of Tennessee – Knoxville

  Particle morphology outlines the general analytical method used to describe soil particles’ structure and shape. The characteristics defining this term include sphericity, roundness, and… (more)

Subjects/Keywords: particle morphology; sphericity; roundness; surface texture; friction and dilatancy; sand; Civil Engineering; Geotechnical Engineering; Other Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lee, K. C. (2017). PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/4713

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):

Lee, Karen Carmen. “PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS.” 2017. Thesis, University of Tennessee – Knoxville. Accessed July 16, 2019. https://trace.tennessee.edu/utk_gradthes/4713.

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

MLA Handbook (7th Edition):

Lee, Karen Carmen. “PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS.” 2017. Web. 16 Jul 2019.

Vancouver:

Lee KC. PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS. [Internet] [Thesis]. University of Tennessee – Knoxville; 2017. [cited 2019 Jul 16]. Available from: https://trace.tennessee.edu/utk_gradthes/4713.

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

Council of Science Editors:

Lee KC. PARTICLE MORPHOLOGY AND ITS INFLUENCE ON FRICTION AND DILATANCY OF SANDS. [Thesis]. University of Tennessee – Knoxville; 2017. Available from: https://trace.tennessee.edu/utk_gradthes/4713

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


University of New South Wales

22. Zankin, Vincent George. The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests.

Degree: Civil Engineering, 1981, University of New South Wales

Subjects/Keywords: Damping (Mechanics); Rolling contact; Friction physics; Thesis Digitisation Program

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zankin, V. G. (1981). The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Zankin, Vincent George. “The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests.” 1981. Doctoral Dissertation, University of New South Wales. Accessed July 16, 2019. http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true.

MLA Handbook (7th Edition):

Zankin, Vincent George. “The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests.” 1981. Web. 16 Jul 2019.

Vancouver:

Zankin VG. The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests. [Internet] [Doctoral dissertation]. University of New South Wales; 1981. [cited 2019 Jul 16]. Available from: http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true.

Council of Science Editors:

Zankin VG. The determination of damping behaviour of viscoelastic substrates from high speed rolling friction tests. [Doctoral Dissertation]. University of New South Wales; 1981. Available from: http://handle.unsw.edu.au/1959.4/60145 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:50994/SOURCE01?view=true


University of Pretoria

23. Marenya, Moses Okoth. Performance characteristics of a deep tilling rotavator.

Degree: Civil Engineering, 2010, University of Pretoria

 This study was undertaken to develop an analytical model that is capable of predicting the torque requirements of a rotavator fitted with commercially available L-shaped… (more)

Subjects/Keywords: Tillage performance; Soil shear strength; Soil-metal friction; Bite length; Kinematic parameter; Down-cut rotavator; Power; Specific energy; Soil-failure modelling; Deep-tilling; Rotavator; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Marenya, M. O. (2010). Performance characteristics of a deep tilling rotavator. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25458

Chicago Manual of Style (16th Edition):

Marenya, Moses Okoth. “Performance characteristics of a deep tilling rotavator.” 2010. Doctoral Dissertation, University of Pretoria. Accessed July 16, 2019. http://hdl.handle.net/2263/25458.

MLA Handbook (7th Edition):

Marenya, Moses Okoth. “Performance characteristics of a deep tilling rotavator.” 2010. Web. 16 Jul 2019.

Vancouver:

Marenya MO. Performance characteristics of a deep tilling rotavator. [Internet] [Doctoral dissertation]. University of Pretoria; 2010. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2263/25458.

Council of Science Editors:

Marenya MO. Performance characteristics of a deep tilling rotavator. [Doctoral Dissertation]. University of Pretoria; 2010. Available from: http://hdl.handle.net/2263/25458

24. Ghaemi, Omid. Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface.

Degree: MSin Engineering, Civil Engineering, 2011, University of Akron

  As serious concerns have risen about management of highway safety and decreasing vehicle accidents there is regular effort undertaken by most highway agencies including… (more)

Subjects/Keywords: Civil Engineering; Friction; polishing; hot mix; asphalt surface

…III. TIME DEPENDENT FRICTION AND TEXTURE BEHAVIOR UNDER ACCELERATED LAB POLISHING ACT… …61 4.2.1 Friction Measurement… …70 4-2 Measured, Mean and STDV Friction Properties of Pavement Sections SN, MPD, DFT10… …Mean and STDV Friction Properties of Pavement Sections SN, MPD, DFT10, 20, 64km/hour, BPN and… …RUT in Wood County R-25 in 2009 ..................74 4-4 Measured, Mean and STDV Friction… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ghaemi, O. (2011). Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412

Chicago Manual of Style (16th Edition):

Ghaemi, Omid. “Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface.” 2011. Masters Thesis, University of Akron. Accessed July 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412.

MLA Handbook (7th Edition):

Ghaemi, Omid. “Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface.” 2011. Web. 16 Jul 2019.

Vancouver:

Ghaemi O. Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2019 Jul 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412.

Council of Science Editors:

Ghaemi O. Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1323290412


Missouri University of Science and Technology

25. Krc, Kristian. An investigation of shear-friction of lightweight aggregate concretes.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

  "This thesis reports the results of research initiated to evaluate the influence of lightweight aggregate type and casting procedure on shear transfer across an… (more)

Subjects/Keywords: Cold-Joint; Lightweight Aggregate; Lightweight Concrete; Monolithic; Push-off; Shear-Friction; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Krc, K. (n.d.). An investigation of shear-friction of lightweight aggregate concretes. (Masters Thesis). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/masters_theses/7468

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Krc, Kristian. “An investigation of shear-friction of lightweight aggregate concretes.” Masters Thesis, Missouri University of Science and Technology. Accessed July 16, 2019. http://scholarsmine.mst.edu/masters_theses/7468.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Krc, Kristian. “An investigation of shear-friction of lightweight aggregate concretes.” Web. 16 Jul 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Krc K. An investigation of shear-friction of lightweight aggregate concretes. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2019 Jul 16]. Available from: http://scholarsmine.mst.edu/masters_theses/7468.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Krc K. An investigation of shear-friction of lightweight aggregate concretes. [Masters Thesis]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/masters_theses/7468

Note: this citation may be lacking information needed for this citation format:
No year of publication.


University of Akron

26. Blebo, Felix C. Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns.

Degree: PhD, Civil Engineering, 2015, University of Akron

 Conventional concentrically braced frame (CBF) systems have limited drift capacity prior to brace buckling, and related damage leads to deterioration in strength and stiffness. CBFs… (more)

Subjects/Keywords: Civil Engineering; Engineering; Post-tensioned steel braced frame, self-centering; friction damping; seismic-resistant; buckling-restrained column; buckling-restrained braces; soft story failure; residual drift; damage free seismic reistant systems

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Blebo, F. C. (2015). Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820

Chicago Manual of Style (16th Edition):

Blebo, Felix C. “Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns.” 2015. Doctoral Dissertation, University of Akron. Accessed July 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820.

MLA Handbook (7th Edition):

Blebo, Felix C. “Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns.” 2015. Web. 16 Jul 2019.

Vancouver:

Blebo FC. Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns. [Internet] [Doctoral dissertation]. University of Akron; 2015. [cited 2019 Jul 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820.

Council of Science Editors:

Blebo FC. Damage-Free Seismic-Resistant Self-Centering Friction-Damped Braced Frames with Buckling-Restrained Columns. [Doctoral Dissertation]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1429538820

27. Mosawi, Mohammad. Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces.

Degree: MS(M.S.), Civil Engineering, 2013, University of Dayton

 Geosynthetics are widely used in geotechnical engineering projects. For instance, Geomembranes are one of the most commonly used geosynthetic type and they are used to… (more)

Subjects/Keywords: Civil Engineering; viscoelasticity; geomembrane; area-change; friction; shear; adhesion

…LIST OF FIGURES FIGURE 1. A FRICTION FORCE IS GOVERNED BY TWO COMPONENTS; ADHESION AND… …FIGURE 8. NORMALIZED INTERFACE FRICTION ANGLE AND RESISTANCE VERSUS TEMPERATURE… …The thesis presents the results of this study. FIGURE 1. A friction force is governed by… …surface interactions can lead to better friction force prediction and improved soil structure… …design or friction coefficients for smooth surfaces. When soil grains form continuous junctions… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mosawi, M. (2013). Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces. (Masters Thesis). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331

Chicago Manual of Style (16th Edition):

Mosawi, Mohammad. “Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces.” 2013. Masters Thesis, University of Dayton. Accessed July 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331.

MLA Handbook (7th Edition):

Mosawi, Mohammad. “Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces.” 2013. Web. 16 Jul 2019.

Vancouver:

Mosawi M. Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces. [Internet] [Masters thesis]. University of Dayton; 2013. [cited 2019 Jul 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331.

Council of Science Editors:

Mosawi M. Effect of Viscoelasticity on Soil-Geomembrane Contact Surfaces. [Masters Thesis]. University of Dayton; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1367159331


Missouri University of Science and Technology

28. Edgmond, Nikkolas J. Examination of shear friction design provisions.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

  "This thesis reports the results of research conducted to establish a state-of-the-art database of shear-friction studies to be turned over to ACI Committee 445-0D… (more)

Subjects/Keywords: Concrete-To-Concrete; Design Provisions; Examination; Shear Friction; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Edgmond, N. J. (n.d.). Examination of shear friction design provisions. (Masters Thesis). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/masters_theses/7759

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Edgmond, Nikkolas J. “Examination of shear friction design provisions.” Masters Thesis, Missouri University of Science and Technology. Accessed July 16, 2019. http://scholarsmine.mst.edu/masters_theses/7759.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Edgmond, Nikkolas J. “Examination of shear friction design provisions.” Web. 16 Jul 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Edgmond NJ. Examination of shear friction design provisions. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2019 Jul 16]. Available from: http://scholarsmine.mst.edu/masters_theses/7759.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Edgmond NJ. Examination of shear friction design provisions. [Masters Thesis]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/masters_theses/7759

Note: this citation may be lacking information needed for this citation format:
No year of publication.


MIT

29. Kavvadas, Michael. Non-linear consolidation around driven piles in clays .

Degree: Civil Engineering, 1982, MIT

Subjects/Keywords: Civil Engineering.; Soil consolidation Mathematical models; Clay soils; Piling (Civil engineering); Friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kavvadas, M. (1982). Non-linear consolidation around driven piles in clays . (Thesis). MIT. Retrieved from http://hdl.handle.net/1721.1/15733

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):

Kavvadas, Michael. “Non-linear consolidation around driven piles in clays .” 1982. Thesis, MIT. Accessed July 16, 2019. http://hdl.handle.net/1721.1/15733.

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

MLA Handbook (7th Edition):

Kavvadas, Michael. “Non-linear consolidation around driven piles in clays .” 1982. Web. 16 Jul 2019.

Vancouver:

Kavvadas M. Non-linear consolidation around driven piles in clays . [Internet] [Thesis]. MIT; 1982. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/1721.1/15733.

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

Council of Science Editors:

Kavvadas M. Non-linear consolidation around driven piles in clays . [Thesis]. MIT; 1982. Available from: http://hdl.handle.net/1721.1/15733

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

30. Spring, Daniel William. Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 Material failure pervades the fields of materials science and engineering; it occurs at various scales and in various contexts. Understanding the mechanisms by which a… (more)

Subjects/Keywords: Cohesive Zone Models; Cohesive Element Method; Interfacial Debonding; Interphases; Filled Elastomers; Dynamic Fracture; Mesh Dependency; Polygonal Finite Elements; Element Splitting; Adaptive Refinement; Pervasive Fragmentation; Coupled Cohesive-Friction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Spring, D. W. (2015). Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88008

Chicago Manual of Style (16th Edition):

Spring, Daniel William. “Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/88008.

MLA Handbook (7th Edition):

Spring, Daniel William. “Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures.” 2015. Web. 16 Jul 2019.

Vancouver:

Spring DW. Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/88008.

Council of Science Editors:

Spring DW. Failure processes in soft and quasi-brittle materials with nonhomogeneous microstructures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88008

[1] [2]

.