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You searched for +publisher:"Oklahoma State University" +contributor:("Ley, Tyler"). Showing records 1 – 30 of 44 total matches.

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Oklahoma State University

1. Peery, Jacob Ray. Investigation of the Freeze Thaw Durability of Alternative Cementitious Materials.

Degree: Civil Engineering, 2017, Oklahoma State University

 Currently there is little known about the long-term freeze thaw durability of ACMs. There are no established limits for air content or other durability parameters… (more)

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

APA (6th Edition):

Peery, J. R. (2017). Investigation of the Freeze Thaw Durability of Alternative Cementitious Materials. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300008

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):

Peery, Jacob Ray. “Investigation of the Freeze Thaw Durability of Alternative Cementitious Materials.” 2017. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/300008.

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

MLA Handbook (7th Edition):

Peery, Jacob Ray. “Investigation of the Freeze Thaw Durability of Alternative Cementitious Materials.” 2017. Web. 23 Aug 2019.

Vancouver:

Peery JR. Investigation of the Freeze Thaw Durability of Alternative Cementitious Materials. [Internet] [Thesis]. Oklahoma State University; 2017. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/300008.

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

Council of Science Editors:

Peery JR. Investigation of the Freeze Thaw Durability of Alternative Cementitious Materials. [Thesis]. Oklahoma State University; 2017. Available from: http://hdl.handle.net/11244/300008

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


Oklahoma State University

2. Morrison, Alex Kennedy. Analysis of Loads Paths in Residential Houses.

Degree: Civil & Environmental Engineering, 2014, Oklahoma State University

 The Moore tornado on May 20th 2013 caused severe damage to numerous residential homes. A research team was sent to rate the damage and collect… (more)

Subjects/Keywords: load paths

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APA (6th Edition):

Morrison, A. K. (2014). Analysis of Loads Paths in Residential Houses. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/15028

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):

Morrison, Alex Kennedy. “Analysis of Loads Paths in Residential Houses.” 2014. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/15028.

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

MLA Handbook (7th Edition):

Morrison, Alex Kennedy. “Analysis of Loads Paths in Residential Houses.” 2014. Web. 23 Aug 2019.

Vancouver:

Morrison AK. Analysis of Loads Paths in Residential Houses. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/15028.

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

Council of Science Editors:

Morrison AK. Analysis of Loads Paths in Residential Houses. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/15028

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


Oklahoma State University

3. Wilkins, Jerod Laurence. Automated Rapid Particle Investigation Using Scanning Electron Microscopy.

Degree: Civil & Environmental Engineering, 2013, Oklahoma State University

 The chemical composition of fly ash particles has been known to vary significantly depending on a number of factors. Current bulk methods of investigation including… (more)

Subjects/Keywords: fly ash

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APA (6th Edition):

Wilkins, J. L. (2013). Automated Rapid Particle Investigation Using Scanning Electron Microscopy. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/15187

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):

Wilkins, Jerod Laurence. “Automated Rapid Particle Investigation Using Scanning Electron Microscopy.” 2013. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/15187.

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

MLA Handbook (7th Edition):

Wilkins, Jerod Laurence. “Automated Rapid Particle Investigation Using Scanning Electron Microscopy.” 2013. Web. 23 Aug 2019.

Vancouver:

Wilkins JL. Automated Rapid Particle Investigation Using Scanning Electron Microscopy. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/15187.

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

Council of Science Editors:

Wilkins JL. Automated Rapid Particle Investigation Using Scanning Electron Microscopy. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/15187

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


Oklahoma State University

4. Seader, John N. Pumpability of Optimized Grade Aggregates.

Degree: Civil Engineering, 2016, Oklahoma State University

 This work validates the gradation boundaries presented by Dr. M. Daniel Cook in his 2015 dissertation. A large variety of concrete gradations were pumped through… (more)

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APA (6th Edition):

Seader, J. N. (2016). Pumpability of Optimized Grade Aggregates. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/49152

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):

Seader, John N. “Pumpability of Optimized Grade Aggregates.” 2016. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/49152.

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

MLA Handbook (7th Edition):

Seader, John N. “Pumpability of Optimized Grade Aggregates.” 2016. Web. 23 Aug 2019.

Vancouver:

Seader JN. Pumpability of Optimized Grade Aggregates. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/49152.

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

Council of Science Editors:

Seader JN. Pumpability of Optimized Grade Aggregates. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/49152

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


Oklahoma State University

5. Rotithor, Hari Ganesh. Performance of Ultra Thin White Topping in Oklahoma.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 Asphalt pavements would benefit from a low maintenance rehabilitation technique. Modern technology in the form of placement of a thin concrete overlay or ultra thin… (more)

Subjects/Keywords: concrete pavements; oklahoma overlays; oklahoma utw; overlays; thin overlays; ultra thin whitetopping

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APA (6th Edition):

Rotithor, H. G. (2011). Performance of Ultra Thin White Topping in Oklahoma. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10164

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):

Rotithor, Hari Ganesh. “Performance of Ultra Thin White Topping in Oklahoma.” 2011. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10164.

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

MLA Handbook (7th Edition):

Rotithor, Hari Ganesh. “Performance of Ultra Thin White Topping in Oklahoma.” 2011. Web. 23 Aug 2019.

Vancouver:

Rotithor HG. Performance of Ultra Thin White Topping in Oklahoma. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10164.

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

Council of Science Editors:

Rotithor HG. Performance of Ultra Thin White Topping in Oklahoma. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10164

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


Oklahoma State University

6. Annamraju, Spandana. Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil.

Degree: Civil Engineering, 2014, Oklahoma State University

 The primary objective of this research is to study the permanent deformation behavior of a granular soil. The permanent deformation behavior of granular soils is… (more)

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APA (6th Edition):

Annamraju, S. (2014). Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/33388

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):

Annamraju, Spandana. “Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil.” 2014. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/33388.

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

MLA Handbook (7th Edition):

Annamraju, Spandana. “Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil.” 2014. Web. 23 Aug 2019.

Vancouver:

Annamraju S. Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/33388.

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

Council of Science Editors:

Annamraju S. Experimental and Statistical Study on the Permanent Deformation Behavior of Granular Soil. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/33388

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


Oklahoma State University

7. Rai, Bijaya Laxmi. Mixture Design to Mitigate Bridge Deck Cracking.

Degree: Civil Engineering, 2017, Oklahoma State University

 The main concern of this study is to develop different mixture designs that help to mitigate bridge deck cracking. The Oklahoma Department of Transportation (ODOT)… (more)

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APA (6th Edition):

Rai, B. L. (2017). Mixture Design to Mitigate Bridge Deck Cracking. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300041

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):

Rai, Bijaya Laxmi. “Mixture Design to Mitigate Bridge Deck Cracking.” 2017. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/300041.

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

MLA Handbook (7th Edition):

Rai, Bijaya Laxmi. “Mixture Design to Mitigate Bridge Deck Cracking.” 2017. Web. 23 Aug 2019.

Vancouver:

Rai BL. Mixture Design to Mitigate Bridge Deck Cracking. [Internet] [Thesis]. Oklahoma State University; 2017. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/300041.

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

Council of Science Editors:

Rai BL. Mixture Design to Mitigate Bridge Deck Cracking. [Thesis]. Oklahoma State University; 2017. Available from: http://hdl.handle.net/11244/300041

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


Oklahoma State University

8. Belcher, Kendall Ke'Vonn. Laboratory and Field Investigations for Causes of Unwanted Deformations in Existing Steel Girder Bridges Rehabilitated with Concrete Decks.

Degree: Civil Engineering, 2017, Oklahoma State University

 Many older steel girder bridges are rehabilitated by placing a new concrete deck upon the existing steel superstructure. In recent years, the Oklahoma Department of… (more)

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APA (6th Edition):

Belcher, K. K. (2017). Laboratory and Field Investigations for Causes of Unwanted Deformations in Existing Steel Girder Bridges Rehabilitated with Concrete Decks. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300017

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):

Belcher, Kendall Ke'Vonn. “Laboratory and Field Investigations for Causes of Unwanted Deformations in Existing Steel Girder Bridges Rehabilitated with Concrete Decks.” 2017. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/300017.

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

MLA Handbook (7th Edition):

Belcher, Kendall Ke'Vonn. “Laboratory and Field Investigations for Causes of Unwanted Deformations in Existing Steel Girder Bridges Rehabilitated with Concrete Decks.” 2017. Web. 23 Aug 2019.

Vancouver:

Belcher KK. Laboratory and Field Investigations for Causes of Unwanted Deformations in Existing Steel Girder Bridges Rehabilitated with Concrete Decks. [Internet] [Thesis]. Oklahoma State University; 2017. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/300017.

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

Council of Science Editors:

Belcher KK. Laboratory and Field Investigations for Causes of Unwanted Deformations in Existing Steel Girder Bridges Rehabilitated with Concrete Decks. [Thesis]. Oklahoma State University; 2017. Available from: http://hdl.handle.net/11244/300017

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


Oklahoma State University

9. Luke, Lance R. Load Balancing as a Design Method for Concrete Prestressed Bridge Girders.

Degree: Civil Engineering, 2016, Oklahoma State University

 Abstract: Load balancing is a design method for prestressed structural members, primarily beams and slabs, that provides efficient use of materials. When using load balancing,… (more)

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APA (6th Edition):

Luke, L. R. (2016). Load Balancing as a Design Method for Concrete Prestressed Bridge Girders. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300358

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):

Luke, Lance R. “Load Balancing as a Design Method for Concrete Prestressed Bridge Girders.” 2016. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/300358.

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

MLA Handbook (7th Edition):

Luke, Lance R. “Load Balancing as a Design Method for Concrete Prestressed Bridge Girders.” 2016. Web. 23 Aug 2019.

Vancouver:

Luke LR. Load Balancing as a Design Method for Concrete Prestressed Bridge Girders. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/300358.

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

Council of Science Editors:

Luke LR. Load Balancing as a Design Method for Concrete Prestressed Bridge Girders. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/300358

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


Oklahoma State University

10. Alturki, Riyadh Turki M. Quantitative Evaluation in the Box Test and Evaluation of Field Mixtures by the Tarantula Curve.

Degree: Civil Engineering, 2016, Oklahoma State University

 In this research project, a proposed evaluation technique of the surface voids concentrations in the Box Test was introduced. This was done by the development… (more)

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APA (6th Edition):

Alturki, R. T. M. (2016). Quantitative Evaluation in the Box Test and Evaluation of Field Mixtures by the Tarantula Curve. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300328

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):

Alturki, Riyadh Turki M. “Quantitative Evaluation in the Box Test and Evaluation of Field Mixtures by the Tarantula Curve.” 2016. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/300328.

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

MLA Handbook (7th Edition):

Alturki, Riyadh Turki M. “Quantitative Evaluation in the Box Test and Evaluation of Field Mixtures by the Tarantula Curve.” 2016. Web. 23 Aug 2019.

Vancouver:

Alturki RTM. Quantitative Evaluation in the Box Test and Evaluation of Field Mixtures by the Tarantula Curve. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/300328.

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

Council of Science Editors:

Alturki RTM. Quantitative Evaluation in the Box Test and Evaluation of Field Mixtures by the Tarantula Curve. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/300328

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


Oklahoma State University

11. Hajibabaee, Amir. Impact of Different Curing Methods and Drying Conditions on Drying Shrinkage Induced Curling.

Degree: Civil Engineering, 2016, Oklahoma State University

 Prolonged wet curing is thought by many to provide only improvements in concrete performance. Also, because of the large surface to volume ratio of volume… (more)

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APA (6th Edition):

Hajibabaee, A. (2016). Impact of Different Curing Methods and Drying Conditions on Drying Shrinkage Induced Curling. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/300242

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):

Hajibabaee, Amir. “Impact of Different Curing Methods and Drying Conditions on Drying Shrinkage Induced Curling.” 2016. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/300242.

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

MLA Handbook (7th Edition):

Hajibabaee, Amir. “Impact of Different Curing Methods and Drying Conditions on Drying Shrinkage Induced Curling.” 2016. Web. 23 Aug 2019.

Vancouver:

Hajibabaee A. Impact of Different Curing Methods and Drying Conditions on Drying Shrinkage Induced Curling. [Internet] [Thesis]. Oklahoma State University; 2016. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/300242.

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

Council of Science Editors:

Hajibabaee A. Impact of Different Curing Methods and Drying Conditions on Drying Shrinkage Induced Curling. [Thesis]. Oklahoma State University; 2016. Available from: http://hdl.handle.net/11244/300242

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


Oklahoma State University

12. Allahkarami, Masoud. X-Ray Diffraction Analysis of Residual Stress in Zirconia Dental Composites.

Degree: Mechanical Engineering, 2012, Oklahoma State University

 Dental restoration ceramic is a complex system to be characterized. Beside its essential biocompatibility, and pleasant appearance, it requires being mechanically strong in a catastrophic… (more)

Subjects/Keywords: dental composites; micro tomography; phase transformation; residual stress; x-ray diffraction; zirconia

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APA (6th Edition):

Allahkarami, M. (2012). X-Ray Diffraction Analysis of Residual Stress in Zirconia Dental Composites. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/14691

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):

Allahkarami, Masoud. “X-Ray Diffraction Analysis of Residual Stress in Zirconia Dental Composites.” 2012. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/14691.

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

MLA Handbook (7th Edition):

Allahkarami, Masoud. “X-Ray Diffraction Analysis of Residual Stress in Zirconia Dental Composites.” 2012. Web. 23 Aug 2019.

Vancouver:

Allahkarami M. X-Ray Diffraction Analysis of Residual Stress in Zirconia Dental Composites. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/14691.

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

Council of Science Editors:

Allahkarami M. X-Ray Diffraction Analysis of Residual Stress in Zirconia Dental Composites. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/14691

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


Oklahoma State University

13. Lakshminarayanan, Krishnan. Scaling Up of Manufacturing Processes of Recycled Carpet Based Composites.

Degree: School of Chemical Engineering, 2011, Oklahoma State University

 In this work, feasibility of recycling post-consumer carpets using a modified vacuum assisted resisted molding process into large-scale components was successfully demonstrated. The scale up… (more)

Subjects/Keywords: carpet recycling; composites; nanocomposite filler; noise absorption; scaling up; vartm

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APA (6th Edition):

Lakshminarayanan, K. (2011). Scaling Up of Manufacturing Processes of Recycled Carpet Based Composites. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9643

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):

Lakshminarayanan, Krishnan. “Scaling Up of Manufacturing Processes of Recycled Carpet Based Composites.” 2011. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/9643.

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

MLA Handbook (7th Edition):

Lakshminarayanan, Krishnan. “Scaling Up of Manufacturing Processes of Recycled Carpet Based Composites.” 2011. Web. 23 Aug 2019.

Vancouver:

Lakshminarayanan K. Scaling Up of Manufacturing Processes of Recycled Carpet Based Composites. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/9643.

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

Council of Science Editors:

Lakshminarayanan K. Scaling Up of Manufacturing Processes of Recycled Carpet Based Composites. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/9643

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


Oklahoma State University

14. Biru, Ermias. Structural Health Monitoring for Bridges Using Advanced Data Analysis for Process Non-linearity and Non- Stationarity.

Degree: Industrial Engineering & Management, 2010, Oklahoma State University

 The proposed research is focused on data analysis using time series modeling approaches, frequency domain analysis and statistical hypothesis testing for the purpose of Structural… (more)

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APA (6th Edition):

Biru, E. (2010). Structural Health Monitoring for Bridges Using Advanced Data Analysis for Process Non-linearity and Non- Stationarity. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9845

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):

Biru, Ermias. “Structural Health Monitoring for Bridges Using Advanced Data Analysis for Process Non-linearity and Non- Stationarity.” 2010. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/9845.

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

MLA Handbook (7th Edition):

Biru, Ermias. “Structural Health Monitoring for Bridges Using Advanced Data Analysis for Process Non-linearity and Non- Stationarity.” 2010. Web. 23 Aug 2019.

Vancouver:

Biru E. Structural Health Monitoring for Bridges Using Advanced Data Analysis for Process Non-linearity and Non- Stationarity. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/9845.

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

Council of Science Editors:

Biru E. Structural Health Monitoring for Bridges Using Advanced Data Analysis for Process Non-linearity and Non- Stationarity. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/9845

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


Oklahoma State University

15. Bari, Praful. X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression.

Degree: Mechanical & Aerospace Engineering, 2010, Oklahoma State University

 The failure modes of sand are governed by a combination of simple mechanisms like sliding, rolling, and local deformation of grains. However, the aggregate mechanical… (more)

Subjects/Keywords: compression of sand; computed tomography; failure modes of sand; industrial x-ray ct; synchrotron tomography; x-ray imaging

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APA (6th Edition):

Bari, P. (2010). X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9892

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):

Bari, Praful. “X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression.” 2010. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/9892.

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

MLA Handbook (7th Edition):

Bari, Praful. “X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression.” 2010. Web. 23 Aug 2019.

Vancouver:

Bari P. X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/9892.

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

Council of Science Editors:

Bari P. X-Ray Computed Tomography of Mechanical Deformation in Sand Under Compression. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/9892

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


Oklahoma State University

16. Abbaszadeh, Ali. Structural Assessment of a Novel Carpet Composite Material.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 Noise pollution caused by vehicles has always been a concern to the communities in the vicinity of highways and busy roadways. The carpet composite material… (more)

Subjects/Keywords: carpet composite; epoxy; flexural behavior; recycled carpet; soundwall

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APA (6th Edition):

Abbaszadeh, A. (2012). Structural Assessment of a Novel Carpet Composite Material. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10097

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):

Abbaszadeh, Ali. “Structural Assessment of a Novel Carpet Composite Material.” 2012. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10097.

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

MLA Handbook (7th Edition):

Abbaszadeh, Ali. “Structural Assessment of a Novel Carpet Composite Material.” 2012. Web. 23 Aug 2019.

Vancouver:

Abbaszadeh A. Structural Assessment of a Novel Carpet Composite Material. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10097.

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

Council of Science Editors:

Abbaszadeh A. Structural Assessment of a Novel Carpet Composite Material. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10097

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


Oklahoma State University

17. Abdulkareem, Basil. Optimization of Aggregate Gradation & Concrete Maturity.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 The goal of this study is to provide a mixture design that needs a minimum amount of cement content for pavement concrete. The reduction in… (more)

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APA (6th Edition):

Abdulkareem, B. (2012). Optimization of Aggregate Gradation & Concrete Maturity. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10098

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):

Abdulkareem, Basil. “Optimization of Aggregate Gradation & Concrete Maturity.” 2012. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10098.

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

MLA Handbook (7th Edition):

Abdulkareem, Basil. “Optimization of Aggregate Gradation & Concrete Maturity.” 2012. Web. 23 Aug 2019.

Vancouver:

Abdulkareem B. Optimization of Aggregate Gradation & Concrete Maturity. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10098.

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

Council of Science Editors:

Abdulkareem B. Optimization of Aggregate Gradation & Concrete Maturity. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10098

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


Oklahoma State University

18. Asfaw, Natnael Tilahun. Laboratory Performance Evaluation of SMA in Oklahoma.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 The objective of this study is to determine if SMA mixtures have better rutting performance than S-4 mixes made with the same PG grade of… (more)

Subjects/Keywords: performance of sma; sma vs s-4

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APA (6th Edition):

Asfaw, N. T. (2011). Laboratory Performance Evaluation of SMA in Oklahoma. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10102

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):

Asfaw, Natnael Tilahun. “Laboratory Performance Evaluation of SMA in Oklahoma.” 2011. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10102.

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

MLA Handbook (7th Edition):

Asfaw, Natnael Tilahun. “Laboratory Performance Evaluation of SMA in Oklahoma.” 2011. Web. 23 Aug 2019.

Vancouver:

Asfaw NT. Laboratory Performance Evaluation of SMA in Oklahoma. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10102.

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

Council of Science Editors:

Asfaw NT. Laboratory Performance Evaluation of SMA in Oklahoma. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10102

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


Oklahoma State University

19. Felice, Robert Vincent. Frost Resistance of Modern Air Entrained Concrete Mixtures.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 This work consists of two main studies. The first study is to observe the impact of w/cm, three types of air entraining admixtures (AEA), and… (more)

Subjects/Keywords: air entraining admixture (aea); air-voids; freeze-thaw; lignosulfonate; minimum concrete air; polycarboxylate

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APA (6th Edition):

Felice, R. V. (2012). Frost Resistance of Modern Air Entrained Concrete Mixtures. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10118

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):

Felice, Robert Vincent. “Frost Resistance of Modern Air Entrained Concrete Mixtures.” 2012. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10118.

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

MLA Handbook (7th Edition):

Felice, Robert Vincent. “Frost Resistance of Modern Air Entrained Concrete Mixtures.” 2012. Web. 23 Aug 2019.

Vancouver:

Felice RV. Frost Resistance of Modern Air Entrained Concrete Mixtures. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10118.

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

Council of Science Editors:

Felice RV. Frost Resistance of Modern Air Entrained Concrete Mixtures. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10118

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


Oklahoma State University

20. Frazier, Robert Mabrey. Response of Entrained Air-Void Systems in Cement Paste to Pressure.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 Determine the response of entrained air-void systems in fresh cement paste to applied pressures by utilizing micro-computed tomography. Compare results to those suggested by the… (more)

Subjects/Keywords: cement; concrete; entrained air; pressure meter

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APA (6th Edition):

Frazier, R. M. (2011). Response of Entrained Air-Void Systems in Cement Paste to Pressure. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10121

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):

Frazier, Robert Mabrey. “Response of Entrained Air-Void Systems in Cement Paste to Pressure.” 2011. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10121.

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

MLA Handbook (7th Edition):

Frazier, Robert Mabrey. “Response of Entrained Air-Void Systems in Cement Paste to Pressure.” 2011. Web. 23 Aug 2019.

Vancouver:

Frazier RM. Response of Entrained Air-Void Systems in Cement Paste to Pressure. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10121.

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

Council of Science Editors:

Frazier RM. Response of Entrained Air-Void Systems in Cement Paste to Pressure. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10121

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


Oklahoma State University

21. Freeman, John Michael. Stability and Quality of Air Void Systems in Concretes with Superplasticizers.

Degree: School of Civil & Environmental Engineering, 2012, Oklahoma State University

 This study examines the effects of combining different polycarboxylate superplasticizers with different air entraining agents in modern concrete. A novel testing method was invented for… (more)

Subjects/Keywords: air entrain; durability; freeze; polycarboxylates; superplasticizers; thaw

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APA (6th Edition):

Freeman, J. M. (2012). Stability and Quality of Air Void Systems in Concretes with Superplasticizers. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10122

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):

Freeman, John Michael. “Stability and Quality of Air Void Systems in Concretes with Superplasticizers.” 2012. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10122.

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

MLA Handbook (7th Edition):

Freeman, John Michael. “Stability and Quality of Air Void Systems in Concretes with Superplasticizers.” 2012. Web. 23 Aug 2019.

Vancouver:

Freeman JM. Stability and Quality of Air Void Systems in Concretes with Superplasticizers. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10122.

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

Council of Science Editors:

Freeman JM. Stability and Quality of Air Void Systems in Concretes with Superplasticizers. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10122

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


Oklahoma State University

22. Gibbe, Robel Alemayheu. Determination of Input Data for Oklahoma Sma Mixtures for Use in the MEPDG.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 The objective of this research project was to compare the performance of Oklahoma SMA mixes to conventional superpave (S-4) mixes and to develop input data… (more)

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APA (6th Edition):

Gibbe, R. A. (2011). Determination of Input Data for Oklahoma Sma Mixtures for Use in the MEPDG. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10125

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):

Gibbe, Robel Alemayheu. “Determination of Input Data for Oklahoma Sma Mixtures for Use in the MEPDG.” 2011. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10125.

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

MLA Handbook (7th Edition):

Gibbe, Robel Alemayheu. “Determination of Input Data for Oklahoma Sma Mixtures for Use in the MEPDG.” 2011. Web. 23 Aug 2019.

Vancouver:

Gibbe RA. Determination of Input Data for Oklahoma Sma Mixtures for Use in the MEPDG. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10125.

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

Council of Science Editors:

Gibbe RA. Determination of Input Data for Oklahoma Sma Mixtures for Use in the MEPDG. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10125

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


Oklahoma State University

23. Hu, Qinang. STM Design of Simply Supported Beams with Minimum Strain Energy.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 In STM design, minimum strain energy is recommended for choosing one model from all possibilities. In a simply supported beam with single load design case,… (more)

Subjects/Keywords: minimum strain energy; simply supported beam; strut-and-tie model

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APA (6th Edition):

Hu, Q. (2011). STM Design of Simply Supported Beams with Minimum Strain Energy. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10129

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):

Hu, Qinang. “STM Design of Simply Supported Beams with Minimum Strain Energy.” 2011. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10129.

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

MLA Handbook (7th Edition):

Hu, Qinang. “STM Design of Simply Supported Beams with Minimum Strain Energy.” 2011. Web. 23 Aug 2019.

Vancouver:

Hu Q. STM Design of Simply Supported Beams with Minimum Strain Energy. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10129.

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

Council of Science Editors:

Hu Q. STM Design of Simply Supported Beams with Minimum Strain Energy. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10129

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


Oklahoma State University

24. Patil, Siddharth Ramchandra. Development of Precast Bridge Deck Overhang System.

Degree: School of Civil & Environmental Engineering, 2009, Oklahoma State University

 Almost 24% of the bridges nationwide are structurally deficient or functionally obsolete, this situation demands for new and innovative method for bridge repair and construction… (more)

Subjects/Keywords: bridge deck panel; bridge overhang; haunch; precast; prestressed

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APA (6th Edition):

Patil, S. R. (2009). Development of Precast Bridge Deck Overhang System. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10155

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):

Patil, Siddharth Ramchandra. “Development of Precast Bridge Deck Overhang System.” 2009. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10155.

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

MLA Handbook (7th Edition):

Patil, Siddharth Ramchandra. “Development of Precast Bridge Deck Overhang System.” 2009. Web. 23 Aug 2019.

Vancouver:

Patil SR. Development of Precast Bridge Deck Overhang System. [Internet] [Thesis]. Oklahoma State University; 2009. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10155.

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

Council of Science Editors:

Patil SR. Development of Precast Bridge Deck Overhang System. [Thesis]. Oklahoma State University; 2009. Available from: http://hdl.handle.net/11244/10155

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


Oklahoma State University

25. Robertson, John Bret. Using Numerical Techniques to Accelerate Delayed Ettringnite Formation Test Methods.

Degree: School of Civil & Environmental Engineering, 2010, Oklahoma State University

 Delayed ettringite formation (DEF) in concrete can cause significant damage to structures. Finding the severity of the DEF is beneficial. Currently to measure the potential… (more)

Subjects/Keywords: delayed ettringite formation; s-curve

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APA (6th Edition):

Robertson, J. B. (2010). Using Numerical Techniques to Accelerate Delayed Ettringnite Formation Test Methods. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10163

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):

Robertson, John Bret. “Using Numerical Techniques to Accelerate Delayed Ettringnite Formation Test Methods.” 2010. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10163.

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

MLA Handbook (7th Edition):

Robertson, John Bret. “Using Numerical Techniques to Accelerate Delayed Ettringnite Formation Test Methods.” 2010. Web. 23 Aug 2019.

Vancouver:

Robertson JB. Using Numerical Techniques to Accelerate Delayed Ettringnite Formation Test Methods. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10163.

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

Council of Science Editors:

Robertson JB. Using Numerical Techniques to Accelerate Delayed Ettringnite Formation Test Methods. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/10163

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


Oklahoma State University

26. Saglar, Muhammet Ali. Development of a finite element analysis program for structural dynamics applications.

Degree: School of Civil & Environmental Engineering, 2009, Oklahoma State University

 The finite element method is a powerful method to find solutions for engineering problems. Structural dynamics is an important concept for understanding behavior of structures… (more)

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APA (6th Edition):

Saglar, M. A. (2009). Development of a finite element analysis program for structural dynamics applications. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10165

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):

Saglar, Muhammet Ali. “Development of a finite element analysis program for structural dynamics applications.” 2009. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10165.

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

MLA Handbook (7th Edition):

Saglar, Muhammet Ali. “Development of a finite element analysis program for structural dynamics applications.” 2009. Web. 23 Aug 2019.

Vancouver:

Saglar MA. Development of a finite element analysis program for structural dynamics applications. [Internet] [Thesis]. Oklahoma State University; 2009. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10165.

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

Council of Science Editors:

Saglar MA. Development of a finite element analysis program for structural dynamics applications. [Thesis]. Oklahoma State University; 2009. Available from: http://hdl.handle.net/11244/10165

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


Oklahoma State University

27. Alwehaidah, Nasser. Development of Precast, Prestressed Concrete Pavement Technology.

Degree: Civil & Environmental Engineering, 2013, Oklahoma State University

 Precast prestressed concrete pavement (PPCP) can provide many advantages over other pavement alternatives whether asphalt or concrete. The possible advantages are thinner pavement, faster construction,… (more)

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APA (6th Edition):

Alwehaidah, N. (2013). Development of Precast, Prestressed Concrete Pavement Technology. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10821

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):

Alwehaidah, Nasser. “Development of Precast, Prestressed Concrete Pavement Technology.” 2013. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/10821.

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

MLA Handbook (7th Edition):

Alwehaidah, Nasser. “Development of Precast, Prestressed Concrete Pavement Technology.” 2013. Web. 23 Aug 2019.

Vancouver:

Alwehaidah N. Development of Precast, Prestressed Concrete Pavement Technology. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/10821.

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

Council of Science Editors:

Alwehaidah N. Development of Precast, Prestressed Concrete Pavement Technology. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/10821

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


Oklahoma State University

28. Cook, Marllon Daniel. Optimized Graded Concrete For Slip Formed Paving.

Degree: Civil & Environmental Engineering, 2013, Oklahoma State University

 A study was conducted into the proportioning and gradation of concrete aggregates to reduce the paste volume of a mixture for the sole purpose of… (more)

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APA (6th Edition):

Cook, M. D. (2013). Optimized Graded Concrete For Slip Formed Paving. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/11077

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):

Cook, Marllon Daniel. “Optimized Graded Concrete For Slip Formed Paving.” 2013. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/11077.

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

MLA Handbook (7th Edition):

Cook, Marllon Daniel. “Optimized Graded Concrete For Slip Formed Paving.” 2013. Web. 23 Aug 2019.

Vancouver:

Cook MD. Optimized Graded Concrete For Slip Formed Paving. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/11077.

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

Council of Science Editors:

Cook MD. Optimized Graded Concrete For Slip Formed Paving. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/11077

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


Oklahoma State University

29. Ghaeezadeh, Ashkan. Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma.

Degree: Civil Engineering, 2014, Oklahoma State University

 This research is a part of a larger project that emphasizes on creating a more scientific approach to designing concrete mixtures for concrete pavements that… (more)

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APA (6th Edition):

Ghaeezadeh, A. (2014). Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25618

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):

Ghaeezadeh, Ashkan. “Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma.” 2014. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/25618.

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

MLA Handbook (7th Edition):

Ghaeezadeh, Ashkan. “Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma.” 2014. Web. 23 Aug 2019.

Vancouver:

Ghaeezadeh A. Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/25618.

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

Council of Science Editors:

Ghaeezadeh A. Aggregate Assesment and Durability Evaluation of Optimized Graded Concrete in the State of Oklahoma. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25618

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


Oklahoma State University

30. Lou, Junxiang. Evaluation of Traffic Input Levels for Pavement Me Design.

Degree: Civil Engineering, 2014, Oklahoma State University

 Traffic loads are one of the key data elements required for the design and analysis of pavement structures. The MEPDG requires full axle-load spectrum mainly… (more)

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

APA (6th Edition):

Lou, J. (2014). Evaluation of Traffic Input Levels for Pavement Me Design. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/25675

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):

Lou, Junxiang. “Evaluation of Traffic Input Levels for Pavement Me Design.” 2014. Thesis, Oklahoma State University. Accessed August 23, 2019. http://hdl.handle.net/11244/25675.

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

MLA Handbook (7th Edition):

Lou, Junxiang. “Evaluation of Traffic Input Levels for Pavement Me Design.” 2014. Web. 23 Aug 2019.

Vancouver:

Lou J. Evaluation of Traffic Input Levels for Pavement Me Design. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 23]. Available from: http://hdl.handle.net/11244/25675.

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

Council of Science Editors:

Lou J. Evaluation of Traffic Input Levels for Pavement Me Design. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/25675

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

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