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You searched for subject:( Strengthening). Showing records 1 – 30 of 424 total matches.

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1. Leyson, Gerard Paul M. Solute strengthening from first-principles and applications to Al and Mg alloys.

Degree: PhD, Solid Mechanics, 2012, Brown University

 n this dissertation, a quantitative, parameter free model to predict the flow stress as a function of temperature and strain rate of such alloys is… (more)

Subjects/Keywords: solute strengthening

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APA (6th Edition):

Leyson, G. P. M. (2012). Solute strengthening from first-principles and applications to Al and Mg alloys. (Doctoral Dissertation). Brown University. Retrieved from https://repository.library.brown.edu/studio/item/bdr:320485/

Chicago Manual of Style (16th Edition):

Leyson, Gerard Paul M. “Solute strengthening from first-principles and applications to Al and Mg alloys.” 2012. Doctoral Dissertation, Brown University. Accessed March 28, 2020. https://repository.library.brown.edu/studio/item/bdr:320485/.

MLA Handbook (7th Edition):

Leyson, Gerard Paul M. “Solute strengthening from first-principles and applications to Al and Mg alloys.” 2012. Web. 28 Mar 2020.

Vancouver:

Leyson GPM. Solute strengthening from first-principles and applications to Al and Mg alloys. [Internet] [Doctoral dissertation]. Brown University; 2012. [cited 2020 Mar 28]. Available from: https://repository.library.brown.edu/studio/item/bdr:320485/.

Council of Science Editors:

Leyson GPM. Solute strengthening from first-principles and applications to Al and Mg alloys. [Doctoral Dissertation]. Brown University; 2012. Available from: https://repository.library.brown.edu/studio/item/bdr:320485/


Victoria University of Wellington

2. Stockwell, Imogen. Making a House a Home: Motivations for Earthquake Strengthening Domestic Homes in Dunedin, an Argument Towards Domestic Heritage.

Degree: 2016, Victoria University of Wellington

 Following the 2010 and 2011 Canterbury earthquakes, earthquake strengthening is one of the biggest issues facing heritage buildings in New Zealand. This process is mainly… (more)

Subjects/Keywords: Heritage; Earthquake strengthening; Home; Dunedin

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APA (6th Edition):

Stockwell, I. (2016). Making a House a Home: Motivations for Earthquake Strengthening Domestic Homes in Dunedin, an Argument Towards Domestic Heritage. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/5446

Chicago Manual of Style (16th Edition):

Stockwell, Imogen. “Making a House a Home: Motivations for Earthquake Strengthening Domestic Homes in Dunedin, an Argument Towards Domestic Heritage.” 2016. Masters Thesis, Victoria University of Wellington. Accessed March 28, 2020. http://hdl.handle.net/10063/5446.

MLA Handbook (7th Edition):

Stockwell, Imogen. “Making a House a Home: Motivations for Earthquake Strengthening Domestic Homes in Dunedin, an Argument Towards Domestic Heritage.” 2016. Web. 28 Mar 2020.

Vancouver:

Stockwell I. Making a House a Home: Motivations for Earthquake Strengthening Domestic Homes in Dunedin, an Argument Towards Domestic Heritage. [Internet] [Masters thesis]. Victoria University of Wellington; 2016. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10063/5446.

Council of Science Editors:

Stockwell I. Making a House a Home: Motivations for Earthquake Strengthening Domestic Homes in Dunedin, an Argument Towards Domestic Heritage. [Masters Thesis]. Victoria University of Wellington; 2016. Available from: http://hdl.handle.net/10063/5446


University of Saskatchewan

3. Safronetz, Joshua Devon. Project level highway management framework.

Degree: 2003, University of Saskatchewan

 Saskatchewan Highways and Transportation (SHT) is responsible for 26,125 km of highways in the province. The highway system is divided into primary and secondary highways.… (more)

Subjects/Keywords: Highway Strengthening

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APA (6th Edition):

Safronetz, J. D. (2003). Project level highway management framework. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-02072003-150537

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):

Safronetz, Joshua Devon. “Project level highway management framework.” 2003. Thesis, University of Saskatchewan. Accessed March 28, 2020. http://hdl.handle.net/10388/etd-02072003-150537.

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

MLA Handbook (7th Edition):

Safronetz, Joshua Devon. “Project level highway management framework.” 2003. Web. 28 Mar 2020.

Vancouver:

Safronetz JD. Project level highway management framework. [Internet] [Thesis]. University of Saskatchewan; 2003. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10388/etd-02072003-150537.

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

Council of Science Editors:

Safronetz JD. Project level highway management framework. [Thesis]. University of Saskatchewan; 2003. Available from: http://hdl.handle.net/10388/etd-02072003-150537

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


University of Manitoba

4. Lynch, Matthew Erin. Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC).

Degree: Civil Engineering, 2018, University of Manitoba

 The behaviour of masonry prisms and beams strengthened with eco-friendly ductile cementitious composite (EDCC), which is a form of engineered cementitious composite (ECC), was investigated… (more)

Subjects/Keywords: Masonry; EDCC; Strengthening; Compressive; Flexural

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APA (6th Edition):

Lynch, M. E. (2018). Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC). (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32902

Chicago Manual of Style (16th Edition):

Lynch, Matthew Erin. “Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC).” 2018. Masters Thesis, University of Manitoba. Accessed March 28, 2020. http://hdl.handle.net/1993/32902.

MLA Handbook (7th Edition):

Lynch, Matthew Erin. “Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC).” 2018. Web. 28 Mar 2020.

Vancouver:

Lynch ME. Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC). [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1993/32902.

Council of Science Editors:

Lynch ME. Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC). [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/32902


University of New Mexico

5. Genedy, Moneeb. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.

Degree: Civil Engineering, 2014, University of New Mexico

 Since Fiber Reinforced Polymer (FRP) was introduced to the construction field, strengthening of reinforced concrete beams using FRP laminates became a common repair and retrofit… (more)

Subjects/Keywords: UHPC; FRP; Strengthening; RC Beams

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APA (6th Edition):

Genedy, M. (2014). A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/24250

Chicago Manual of Style (16th Edition):

Genedy, Moneeb. “A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.” 2014. Masters Thesis, University of New Mexico. Accessed March 28, 2020. http://hdl.handle.net/1928/24250.

MLA Handbook (7th Edition):

Genedy, Moneeb. “A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.” 2014. Web. 28 Mar 2020.

Vancouver:

Genedy M. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1928/24250.

Council of Science Editors:

Genedy M. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. [Masters Thesis]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/24250

6. Goodfellow, Amy Jane. Factors contributing to the yield strength of polycrystalline nickel-based superalloys.

Degree: PhD, 2019, University of Cambridge

 Nickel-based superalloys are the material of choice for use in the hottest regions of gas turbine engines due to their inimitable mechanical properties, in particular,… (more)

Subjects/Keywords: ni-based superalloy; lattice misfit; yield strength; coherency strengthening; precipitate strengthening

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APA (6th Edition):

Goodfellow, A. J. (2019). Factors contributing to the yield strength of polycrystalline nickel-based superalloys. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/293741

Chicago Manual of Style (16th Edition):

Goodfellow, Amy Jane. “Factors contributing to the yield strength of polycrystalline nickel-based superalloys.” 2019. Doctoral Dissertation, University of Cambridge. Accessed March 28, 2020. https://www.repository.cam.ac.uk/handle/1810/293741.

MLA Handbook (7th Edition):

Goodfellow, Amy Jane. “Factors contributing to the yield strength of polycrystalline nickel-based superalloys.” 2019. Web. 28 Mar 2020.

Vancouver:

Goodfellow AJ. Factors contributing to the yield strength of polycrystalline nickel-based superalloys. [Internet] [Doctoral dissertation]. University of Cambridge; 2019. [cited 2020 Mar 28]. Available from: https://www.repository.cam.ac.uk/handle/1810/293741.

Council of Science Editors:

Goodfellow AJ. Factors contributing to the yield strength of polycrystalline nickel-based superalloys. [Doctoral Dissertation]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/293741


University of Cambridge

7. Goodfellow, Amy Jane. Factors contributing to the yield strength of polycrystalline nickel-based superalloys.

Degree: PhD, 2019, University of Cambridge

 Nickel-based superalloys are the material of choice for use in the hottest regions of gas turbine engines due to their inimitable mechanical properties, in particular,… (more)

Subjects/Keywords: ni-based superalloy; lattice misfit; yield strength; coherency strengthening; precipitate strengthening

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APA (6th Edition):

Goodfellow, A. J. (2019). Factors contributing to the yield strength of polycrystalline nickel-based superalloys. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/293741 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782843

Chicago Manual of Style (16th Edition):

Goodfellow, Amy Jane. “Factors contributing to the yield strength of polycrystalline nickel-based superalloys.” 2019. Doctoral Dissertation, University of Cambridge. Accessed March 28, 2020. https://www.repository.cam.ac.uk/handle/1810/293741 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782843.

MLA Handbook (7th Edition):

Goodfellow, Amy Jane. “Factors contributing to the yield strength of polycrystalline nickel-based superalloys.” 2019. Web. 28 Mar 2020.

Vancouver:

Goodfellow AJ. Factors contributing to the yield strength of polycrystalline nickel-based superalloys. [Internet] [Doctoral dissertation]. University of Cambridge; 2019. [cited 2020 Mar 28]. Available from: https://www.repository.cam.ac.uk/handle/1810/293741 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782843.

Council of Science Editors:

Goodfellow AJ. Factors contributing to the yield strength of polycrystalline nickel-based superalloys. [Doctoral Dissertation]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/293741 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782843


Brno University of Technology

8. Suza, Dominik. Dočasné zesilování silničních mostů .

Degree: 2018, Brno University of Technology

 Zesilování mostních konstrukcí je často spojeno s dlouhodobou a ekonomicky nákladnou rekonstrukcí. Existují i případy mostních konstrukcí, které mají dostatečnou únosnost pro běžný provoz, ale… (more)

Subjects/Keywords: Zesilování; Krátkodobé zesílení; podpírání; zesilování mostů; podpěrný systém; řiditelná tuhost; Strengthening; short-time strengthening; supporting; bridge strengthening; supporting structure; control stiffness

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APA (6th Edition):

Suza, D. (2018). Dočasné zesilování silničních mostů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/136999

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):

Suza, Dominik. “Dočasné zesilování silničních mostů .” 2018. Thesis, Brno University of Technology. Accessed March 28, 2020. http://hdl.handle.net/11012/136999.

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

MLA Handbook (7th Edition):

Suza, Dominik. “Dočasné zesilování silničních mostů .” 2018. Web. 28 Mar 2020.

Vancouver:

Suza D. Dočasné zesilování silničních mostů . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/11012/136999.

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

Council of Science Editors:

Suza D. Dočasné zesilování silničních mostů . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/136999

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

9. Hotta, Gisele Harumi. O treino do controle motor e o fortalecimento muscular alteram a cinemática da articulação escapulotorácica?.

Degree: Mestrado, Fisioterapia, 2015, University of São Paulo

Indivíduos com Síndrome do Impacto apresentam alterações nos movimentos da escápula em relação ao tórax como uma diminuição da rotação superior, inclinação posterior e aumento… (more)

Subjects/Keywords: fortalecimento; ombro; Reabilitação; Rehabilitation; shoulder; strengthening

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APA (6th Edition):

Hotta, G. H. (2015). O treino do controle motor e o fortalecimento muscular alteram a cinemática da articulação escapulotorácica?. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/17/17152/tde-13072015-150830/ ;

Chicago Manual of Style (16th Edition):

Hotta, Gisele Harumi. “O treino do controle motor e o fortalecimento muscular alteram a cinemática da articulação escapulotorácica?.” 2015. Masters Thesis, University of São Paulo. Accessed March 28, 2020. http://www.teses.usp.br/teses/disponiveis/17/17152/tde-13072015-150830/ ;.

MLA Handbook (7th Edition):

Hotta, Gisele Harumi. “O treino do controle motor e o fortalecimento muscular alteram a cinemática da articulação escapulotorácica?.” 2015. Web. 28 Mar 2020.

Vancouver:

Hotta GH. O treino do controle motor e o fortalecimento muscular alteram a cinemática da articulação escapulotorácica?. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2020 Mar 28]. Available from: http://www.teses.usp.br/teses/disponiveis/17/17152/tde-13072015-150830/ ;.

Council of Science Editors:

Hotta GH. O treino do controle motor e o fortalecimento muscular alteram a cinemática da articulação escapulotorácica?. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/17/17152/tde-13072015-150830/ ;


Anna University

10. Prabaharan A. Seismic strengthening of masonry buildings;.

Degree: Seismic strengthening of masonry buildings, 2014, Anna University

Brick as a construction material and brick masonry as a structural newlinecomponent have proved their durability and resistance to extreme climatic newlineconditions beyond doubt Archeological… (more)

Subjects/Keywords: civil engineering; masonry buildings; Seismic strengthening

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APA (6th Edition):

A, P. (2014). Seismic strengthening of masonry buildings;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31148

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):

A, Prabaharan. “Seismic strengthening of masonry buildings;.” 2014. Thesis, Anna University. Accessed March 28, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/31148.

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

MLA Handbook (7th Edition):

A, Prabaharan. “Seismic strengthening of masonry buildings;.” 2014. Web. 28 Mar 2020.

Vancouver:

A P. Seismic strengthening of masonry buildings;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Mar 28]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31148.

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

Council of Science Editors:

A P. Seismic strengthening of masonry buildings;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31148

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


Universidade Nova

11. Rocha, Daphne Wojciechowski. Flexural strengthening by means of a arc overlay in the tension zone.

Degree: 2012, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Perfil de Estruturas

Reinforced concrete structures may be flexurally strengthened in the tension zone… (more)

Subjects/Keywords: Reinforced concrete; Structural strengthening; Interface; Adherence; Connectors

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APA (6th Edition):

Rocha, D. W. (2012). Flexural strengthening by means of a arc overlay in the tension zone. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850

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):

Rocha, Daphne Wojciechowski. “Flexural strengthening by means of a arc overlay in the tension zone.” 2012. Thesis, Universidade Nova. Accessed March 28, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850.

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

MLA Handbook (7th Edition):

Rocha, Daphne Wojciechowski. “Flexural strengthening by means of a arc overlay in the tension zone.” 2012. Web. 28 Mar 2020.

Vancouver:

Rocha DW. Flexural strengthening by means of a arc overlay in the tension zone. [Internet] [Thesis]. Universidade Nova; 2012. [cited 2020 Mar 28]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850.

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

Council of Science Editors:

Rocha DW. Flexural strengthening by means of a arc overlay in the tension zone. [Thesis]. Universidade Nova; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850

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


University of Tasmania

12. Phan, HB. The behaviour of CFRP strengthened steel joints.

Degree: 2016, University of Tasmania

 In recent years, carbon fibre reinforced polymers (CFRP) have been growing in popularity for external strengthening and repairing of deteriorated steel structures. On one hand,… (more)

Subjects/Keywords: CFRP; steel; strengthening; double strap joints; fatigue

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APA (6th Edition):

Phan, H. (2016). The behaviour of CFRP strengthened steel joints. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf

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):

Phan, HB. “The behaviour of CFRP strengthened steel joints.” 2016. Thesis, University of Tasmania. Accessed March 28, 2020. https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf.

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

MLA Handbook (7th Edition):

Phan, HB. “The behaviour of CFRP strengthened steel joints.” 2016. Web. 28 Mar 2020.

Vancouver:

Phan H. The behaviour of CFRP strengthened steel joints. [Internet] [Thesis]. University of Tasmania; 2016. [cited 2020 Mar 28]. Available from: https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf.

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

Council of Science Editors:

Phan H. The behaviour of CFRP strengthened steel joints. [Thesis]. University of Tasmania; 2016. Available from: https://eprints.utas.edu.au/23123/2/Phan_whole_thesis_ex_pub_mat.pdf ; https://eprints.utas.edu.au/23123/1/Phan_whole_thesis.pdf

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


Louisiana State University

13. Wang, Ze. Modeling and Analysis of Thermal Effects on A Fractured Wellbore During Lost Circulation and Wellbore Strengthening Processes.

Degree: MSPE, Engineering, 2018, Louisiana State University

  To successfully prevent fracture propagation and combat lost circulation, a thorough understanding of the stress state in the near-wellbore region with fractures is imperative.… (more)

Subjects/Keywords: petroleum; oil and gas; drilling; wellbore strengthening

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APA (6th Edition):

Wang, Z. (2018). Modeling and Analysis of Thermal Effects on A Fractured Wellbore During Lost Circulation and Wellbore Strengthening Processes. (Masters Thesis). Louisiana State University. Retrieved from https://digitalcommons.lsu.edu/gradschool_theses/4766

Chicago Manual of Style (16th Edition):

Wang, Ze. “Modeling and Analysis of Thermal Effects on A Fractured Wellbore During Lost Circulation and Wellbore Strengthening Processes.” 2018. Masters Thesis, Louisiana State University. Accessed March 28, 2020. https://digitalcommons.lsu.edu/gradschool_theses/4766.

MLA Handbook (7th Edition):

Wang, Ze. “Modeling and Analysis of Thermal Effects on A Fractured Wellbore During Lost Circulation and Wellbore Strengthening Processes.” 2018. Web. 28 Mar 2020.

Vancouver:

Wang Z. Modeling and Analysis of Thermal Effects on A Fractured Wellbore During Lost Circulation and Wellbore Strengthening Processes. [Internet] [Masters thesis]. Louisiana State University; 2018. [cited 2020 Mar 28]. Available from: https://digitalcommons.lsu.edu/gradschool_theses/4766.

Council of Science Editors:

Wang Z. Modeling and Analysis of Thermal Effects on A Fractured Wellbore During Lost Circulation and Wellbore Strengthening Processes. [Masters Thesis]. Louisiana State University; 2018. Available from: https://digitalcommons.lsu.edu/gradschool_theses/4766


Oklahoma State University

14. Koch, Adam. Effect of a Strength Based Rotator Cuff Program Combined with a Posterior Gleno-Humeral Joint Capsule Stretching Program on Pitching Shoulder Strength in Collegiate Baseball Players.

Degree: School of Teaching and Curriculum Leadership, 2010, Oklahoma State University

 The purpose of the study was to determine if a strength based rotator cuff and posterior capsule stretching program influences isokinetic strength in the pitching… (more)

Subjects/Keywords: isokinetic; prevention; rehabilitation; shoulder; strengthening; stretching

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APA (6th Edition):

Koch, A. (2010). Effect of a Strength Based Rotator Cuff Program Combined with a Posterior Gleno-Humeral Joint Capsule Stretching Program on Pitching Shoulder Strength in Collegiate Baseball Players. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9764

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):

Koch, Adam. “Effect of a Strength Based Rotator Cuff Program Combined with a Posterior Gleno-Humeral Joint Capsule Stretching Program on Pitching Shoulder Strength in Collegiate Baseball Players.” 2010. Thesis, Oklahoma State University. Accessed March 28, 2020. http://hdl.handle.net/11244/9764.

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

MLA Handbook (7th Edition):

Koch, Adam. “Effect of a Strength Based Rotator Cuff Program Combined with a Posterior Gleno-Humeral Joint Capsule Stretching Program on Pitching Shoulder Strength in Collegiate Baseball Players.” 2010. Web. 28 Mar 2020.

Vancouver:

Koch A. Effect of a Strength Based Rotator Cuff Program Combined with a Posterior Gleno-Humeral Joint Capsule Stretching Program on Pitching Shoulder Strength in Collegiate Baseball Players. [Internet] [Thesis]. Oklahoma State University; 2010. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/11244/9764.

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

Council of Science Editors:

Koch A. Effect of a Strength Based Rotator Cuff Program Combined with a Posterior Gleno-Humeral Joint Capsule Stretching Program on Pitching Shoulder Strength in Collegiate Baseball Players. [Thesis]. Oklahoma State University; 2010. Available from: http://hdl.handle.net/11244/9764

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


University of Windsor

15. Bressan, John Joseph. Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM.

Degree: MA, Civil and Environmental Engineering, 2019, University of Windsor

 The long-term serviceability of reinforced concrete (RC) structures such as bridges is a growing concern due to the accumulated corrosion damage on the tensile reinforcement… (more)

Subjects/Keywords: corrosion; cyclic; FRCM; monotonic; reinforced concrete; strengthening

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

APA (6th Edition):

Bressan, J. J. (2019). Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/8161

Chicago Manual of Style (16th Edition):

Bressan, John Joseph. “Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM.” 2019. Masters Thesis, University of Windsor. Accessed March 28, 2020. https://scholar.uwindsor.ca/etd/8161.

MLA Handbook (7th Edition):

Bressan, John Joseph. “Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM.” 2019. Web. 28 Mar 2020.

Vancouver:

Bressan JJ. Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM. [Internet] [Masters thesis]. University of Windsor; 2019. [cited 2020 Mar 28]. Available from: https://scholar.uwindsor.ca/etd/8161.

Council of Science Editors:

Bressan JJ. Monotonic and Cyclic Loading of Flexure Critical Corroded RC Beams Repaired with Carbon and PBO FRCM. [Masters Thesis]. University of Windsor; 2019. Available from: https://scholar.uwindsor.ca/etd/8161


West Virginia University

16. Parra-Luckert, Luis Carlos. Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8.

Degree: MS, Civil and Environmental Engineering, 2016, West Virginia University

  The West Virginia Department of Transportation State Rail Authority sponsored a study to evaluate the condition of the railroad bridges on the Dailey Branch… (more)

Subjects/Keywords: Strengthening; Timber; GFRP; Wraps; Epoxy; Railroads; Bridges

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

APA (6th Edition):

Parra-Luckert, L. C. (2016). Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/3985

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):

Parra-Luckert, Luis Carlos. “Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8.” 2016. Thesis, West Virginia University. Accessed March 28, 2020. https://researchrepository.wvu.edu/etd/3985.

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

MLA Handbook (7th Edition):

Parra-Luckert, Luis Carlos. “Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8.” 2016. Web. 28 Mar 2020.

Vancouver:

Parra-Luckert LC. Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8. [Internet] [Thesis]. West Virginia University; 2016. [cited 2020 Mar 28]. Available from: https://researchrepository.wvu.edu/etd/3985.

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

Council of Science Editors:

Parra-Luckert LC. Load testing and recommended repairs for dailey branch bridges - milepost 1.4 to 5.8. [Thesis]. West Virginia University; 2016. Available from: https://researchrepository.wvu.edu/etd/3985

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


Queens University

17. Mitchell, Peter. Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete .

Degree: Civil Engineering, 2010, Queens University

 In recent years, a modified method to strengthen reinforced concrete (RC) structures has emerged involving application of fibre reinforced polymers (FRPs) in the ‘near surface’… (more)

Subjects/Keywords: Civil Engineering; Strengthening; NSM FRP; Freeze-Thaw

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APA (6th Edition):

Mitchell, P. (2010). Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5653

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):

Mitchell, Peter. “Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete .” 2010. Thesis, Queens University. Accessed March 28, 2020. http://hdl.handle.net/1974/5653.

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

MLA Handbook (7th Edition):

Mitchell, Peter. “Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete .” 2010. Web. 28 Mar 2020.

Vancouver:

Mitchell P. Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete . [Internet] [Thesis]. Queens University; 2010. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1974/5653.

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

Council of Science Editors:

Mitchell P. Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete . [Thesis]. Queens University; 2010. Available from: http://hdl.handle.net/1974/5653

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


California State University – Sacramento

18. Thompson, Kasey. Outpatient rehabilitation for a young woman post brain stem hemorrhage due to cerebral cavernous malformation.

Degree: 2017, California State University – Sacramento

 A 29-year old woman with hemorrhage of a brainstem cerebral cavernous malformation was seen for physical therapy treatment. The episode of care began on 4/1/16… (more)

Subjects/Keywords: Physical therapy; Stroke; Task specific strengthening

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APA (6th Edition):

Thompson, K. (2017). Outpatient rehabilitation for a young woman post brain stem hemorrhage due to cerebral cavernous malformation. (Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.3/189693

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):

Thompson, Kasey. “Outpatient rehabilitation for a young woman post brain stem hemorrhage due to cerebral cavernous malformation.” 2017. Thesis, California State University – Sacramento. Accessed March 28, 2020. http://hdl.handle.net/10211.3/189693.

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

MLA Handbook (7th Edition):

Thompson, Kasey. “Outpatient rehabilitation for a young woman post brain stem hemorrhage due to cerebral cavernous malformation.” 2017. Web. 28 Mar 2020.

Vancouver:

Thompson K. Outpatient rehabilitation for a young woman post brain stem hemorrhage due to cerebral cavernous malformation. [Internet] [Thesis]. California State University – Sacramento; 2017. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10211.3/189693.

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

Council of Science Editors:

Thompson K. Outpatient rehabilitation for a young woman post brain stem hemorrhage due to cerebral cavernous malformation. [Thesis]. California State University – Sacramento; 2017. Available from: http://hdl.handle.net/10211.3/189693

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

19. GANESH PRABHU G. A STUDY ON STRENGTHENING OF CONCRETE FILLED STEEL TUBULAR SECTIONS USING FRP COMPOSITES;.

Degree: 2014, Anna University

newline In the era, an extensive variety of composite columns and beams are newlineavailable, but the concrete filled steel tubular (CFST) sections are the most… (more)

Subjects/Keywords: Axial strengthening; CFST; Concrete filled steel tubular; Fibre reinforced polymer; Flexural strengthening

Page 1

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

APA (6th Edition):

G, G. P. (2014). A STUDY ON STRENGTHENING OF CONCRETE FILLED STEEL TUBULAR SECTIONS USING FRP COMPOSITES;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15519

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):

G, GANESH PRABHU. “A STUDY ON STRENGTHENING OF CONCRETE FILLED STEEL TUBULAR SECTIONS USING FRP COMPOSITES;.” 2014. Thesis, Anna University. Accessed March 28, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/15519.

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

MLA Handbook (7th Edition):

G, GANESH PRABHU. “A STUDY ON STRENGTHENING OF CONCRETE FILLED STEEL TUBULAR SECTIONS USING FRP COMPOSITES;.” 2014. Web. 28 Mar 2020.

Vancouver:

G GP. A STUDY ON STRENGTHENING OF CONCRETE FILLED STEEL TUBULAR SECTIONS USING FRP COMPOSITES;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Mar 28]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15519.

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

Council of Science Editors:

G GP. A STUDY ON STRENGTHENING OF CONCRETE FILLED STEEL TUBULAR SECTIONS USING FRP COMPOSITES;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15519

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


Universidade Nova

20. Marques, Pedro Gonçalo Faustino. Strengthening to seismic action of reinforced columns with rectangular cross-section.

Degree: 2015, Universidade Nova

 The first part of this research work regards the assessment of the mathematical modelling of reinforced concrete columns confined with carbon fibre (CFRP) sheets under… (more)

Subjects/Keywords: Reinforced concrete columns; Seismic behaviour; External longitudinal strengthening; Confinement; Stainless steel strengthening; CFRP strengthening; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Marques, P. G. F. (2015). Strengthening to seismic action of reinforced columns with rectangular cross-section. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15796

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):

Marques, Pedro Gonçalo Faustino. “Strengthening to seismic action of reinforced columns with rectangular cross-section.” 2015. Thesis, Universidade Nova. Accessed March 28, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15796.

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

MLA Handbook (7th Edition):

Marques, Pedro Gonçalo Faustino. “Strengthening to seismic action of reinforced columns with rectangular cross-section.” 2015. Web. 28 Mar 2020.

Vancouver:

Marques PGF. Strengthening to seismic action of reinforced columns with rectangular cross-section. [Internet] [Thesis]. Universidade Nova; 2015. [cited 2020 Mar 28]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15796.

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

Council of Science Editors:

Marques PGF. Strengthening to seismic action of reinforced columns with rectangular cross-section. [Thesis]. Universidade Nova; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15796

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


Univerzitet u Beogradu

21. Korać, Marija, 1978-. Dobijanje nanostrukturnih prahova u cilju proizvodnje novih disperzno ojačanih sinterovanih materijala u sistemu Cu-Al2O3.

Degree: Tehnološko-metalurški fakultet, 2014, Univerzitet u Beogradu

Metalurgija / Metallurgy

U doktorskoj disertaciji je ispitivana mogućnost sinteze nanostrukturnih kompozitnih materijala na bazi bakra i glinice novom metodom, koja predstavlja kombinaciju termo-hemijskog postupka… (more)

Subjects/Keywords: nanostructured powders; Cu-Al2O3; contact materials; dispersion strengthening; grain boundaries strengthening; new synthesis method; chemical synthesis; mechanical alloying

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APA (6th Edition):

Korać, Marija, 1. (2014). Dobijanje nanostrukturnih prahova u cilju proizvodnje novih disperzno ojačanih sinterovanih materijala u sistemu Cu-Al2O3. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:6834/bdef:Content/get

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):

Korać, Marija, 1978-. “Dobijanje nanostrukturnih prahova u cilju proizvodnje novih disperzno ojačanih sinterovanih materijala u sistemu Cu-Al2O3.” 2014. Thesis, Univerzitet u Beogradu. Accessed March 28, 2020. https://fedorabg.bg.ac.rs/fedora/get/o:6834/bdef:Content/get.

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

MLA Handbook (7th Edition):

Korać, Marija, 1978-. “Dobijanje nanostrukturnih prahova u cilju proizvodnje novih disperzno ojačanih sinterovanih materijala u sistemu Cu-Al2O3.” 2014. Web. 28 Mar 2020.

Vancouver:

Korać, Marija 1. Dobijanje nanostrukturnih prahova u cilju proizvodnje novih disperzno ojačanih sinterovanih materijala u sistemu Cu-Al2O3. [Internet] [Thesis]. Univerzitet u Beogradu; 2014. [cited 2020 Mar 28]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6834/bdef:Content/get.

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

Council of Science Editors:

Korać, Marija 1. Dobijanje nanostrukturnih prahova u cilju proizvodnje novih disperzno ojačanih sinterovanih materijala u sistemu Cu-Al2O3. [Thesis]. Univerzitet u Beogradu; 2014. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6834/bdef:Content/get

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


University of Michigan

22. TerBush, Jessica Renae. Creep Deformation in Mg-Al-Ca-based Alloys.

Degree: PhD, Materials Science and Engineering, 2010, University of Michigan

 Magnesium alloys, with a lower density than steel or aluminum, have the potential to reduce the mass of automotive components. However, new alloys with improved… (more)

Subjects/Keywords: Magnesium Alloys; Creep; Elemental Partitioning; Transmission Electron Microscopy (TEM); Solute Strengthening; Precipitation Strengthening; Materials Science and Engineering; Engineering

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

APA (6th Edition):

TerBush, J. R. (2010). Creep Deformation in Mg-Al-Ca-based Alloys. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/77917

Chicago Manual of Style (16th Edition):

TerBush, Jessica Renae. “Creep Deformation in Mg-Al-Ca-based Alloys.” 2010. Doctoral Dissertation, University of Michigan. Accessed March 28, 2020. http://hdl.handle.net/2027.42/77917.

MLA Handbook (7th Edition):

TerBush, Jessica Renae. “Creep Deformation in Mg-Al-Ca-based Alloys.” 2010. Web. 28 Mar 2020.

Vancouver:

TerBush JR. Creep Deformation in Mg-Al-Ca-based Alloys. [Internet] [Doctoral dissertation]. University of Michigan; 2010. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2027.42/77917.

Council of Science Editors:

TerBush JR. Creep Deformation in Mg-Al-Ca-based Alloys. [Doctoral Dissertation]. University of Michigan; 2010. Available from: http://hdl.handle.net/2027.42/77917


University of Toledo

23. Tailony, Ra'uf. Ion exchange glass strengthening using microwave processing.

Degree: MS, Mechanical Engineering, 2015, University of Toledo

 Current methods used for glass strengthening such as ion exchange processing have not been able to reach the maximum glass strengthening potential. Soda lime silicate… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; Materials Science; Radiation; Microwave processing; chemical strengthening; diffusion; ion exchange; glass strengthening; flashing

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APA (6th Edition):

Tailony, R. (2015). Ion exchange glass strengthening using microwave processing. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1449764292

Chicago Manual of Style (16th Edition):

Tailony, Ra'uf. “Ion exchange glass strengthening using microwave processing.” 2015. Masters Thesis, University of Toledo. Accessed March 28, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1449764292.

MLA Handbook (7th Edition):

Tailony, Ra'uf. “Ion exchange glass strengthening using microwave processing.” 2015. Web. 28 Mar 2020.

Vancouver:

Tailony R. Ion exchange glass strengthening using microwave processing. [Internet] [Masters thesis]. University of Toledo; 2015. [cited 2020 Mar 28]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1449764292.

Council of Science Editors:

Tailony R. Ion exchange glass strengthening using microwave processing. [Masters Thesis]. University of Toledo; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1449764292


University of New Mexico

24. ChennaReddy, RahulReddy. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.

Degree: Civil Engineering, 2016, University of New Mexico

 The aim of this study is to investigate the significance of U-wrap shear strengthening on the flexural behavior of Near Surface Mounted (NSM) Fiber Reinforced… (more)

Subjects/Keywords: Near Surface Mounting (NSM); Fiber Reinforced Polymers (FRP); de-bonding; abrupt failure; U-wrap shear strengthening; Flexural strengthening; ductility; Epoxy Adhesive

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

APA (6th Edition):

ChennaReddy, R. (2016). SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31661

Chicago Manual of Style (16th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Masters Thesis, University of New Mexico. Accessed March 28, 2020. http://hdl.handle.net/1928/31661.

MLA Handbook (7th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Web. 28 Mar 2020.

Vancouver:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1928/31661.

Council of Science Editors:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31661


The Ohio State University

25. Sun, Tyzh-Chiang. Unlubricated friction and wear in dispersion-hardened copper systems.

Degree: PhD, Graduate School, 1983, The Ohio State University

Subjects/Keywords: Engineering; Copper; Dispersion strengthening

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

APA (6th Edition):

Sun, T. (1983). Unlubricated friction and wear in dispersion-hardened copper systems. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487238791266867

Chicago Manual of Style (16th Edition):

Sun, Tyzh-Chiang. “Unlubricated friction and wear in dispersion-hardened copper systems.” 1983. Doctoral Dissertation, The Ohio State University. Accessed March 28, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487238791266867.

MLA Handbook (7th Edition):

Sun, Tyzh-Chiang. “Unlubricated friction and wear in dispersion-hardened copper systems.” 1983. Web. 28 Mar 2020.

Vancouver:

Sun T. Unlubricated friction and wear in dispersion-hardened copper systems. [Internet] [Doctoral dissertation]. The Ohio State University; 1983. [cited 2020 Mar 28]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487238791266867.

Council of Science Editors:

Sun T. Unlubricated friction and wear in dispersion-hardened copper systems. [Doctoral Dissertation]. The Ohio State University; 1983. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487238791266867


University of KwaZulu-Natal

26. [No author]. Assessing the implementation effectiveness and safety of 1% tenofovir gel provision through family planning services in KwaZulu-Natal, South Africa: study protocol for an open-label randomized controlled trial.

Degree: 2014, University of KwaZulu-Natal

 Background: The Centre for the AIDS Programme of Research in South Africa (CAPRISA) 004 trial demonstrated a 39% reduction in HIV infection, with a 54%… (more)

Subjects/Keywords: South Africa.; HIV prevention .; Microbicide.; Tenofovir gel.; Health systems strengthening.; Implementation.

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APA (6th Edition):

author], [. (2014). Assessing the implementation effectiveness and safety of 1% tenofovir gel provision through family planning services in KwaZulu-Natal, South Africa: study protocol for an open-label randomized controlled trial. (Thesis). University of KwaZulu-Natal. Retrieved from http://dx.doi.org/doi: 10.1186/1745-6215-15-496

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):

author], [No. “Assessing the implementation effectiveness and safety of 1% tenofovir gel provision through family planning services in KwaZulu-Natal, South Africa: study protocol for an open-label randomized controlled trial. ” 2014. Thesis, University of KwaZulu-Natal. Accessed March 28, 2020. http://dx.doi.org/doi: 10.1186/1745-6215-15-496.

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

MLA Handbook (7th Edition):

author], [No. “Assessing the implementation effectiveness and safety of 1% tenofovir gel provision through family planning services in KwaZulu-Natal, South Africa: study protocol for an open-label randomized controlled trial. ” 2014. Web. 28 Mar 2020.

Vancouver:

author] [. Assessing the implementation effectiveness and safety of 1% tenofovir gel provision through family planning services in KwaZulu-Natal, South Africa: study protocol for an open-label randomized controlled trial. [Internet] [Thesis]. University of KwaZulu-Natal; 2014. [cited 2020 Mar 28]. Available from: http://dx.doi.org/doi: 10.1186/1745-6215-15-496.

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

Council of Science Editors:

author] [. Assessing the implementation effectiveness and safety of 1% tenofovir gel provision through family planning services in KwaZulu-Natal, South Africa: study protocol for an open-label randomized controlled trial. [Thesis]. University of KwaZulu-Natal; 2014. Available from: http://dx.doi.org/doi: 10.1186/1745-6215-15-496

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


University of Auckland

27. Goodwin, Cass Oliver. Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand.

Degree: 2008, University of Auckland

 Unreinforced masonry (URM) buildings make up a significant proportion of heritage building stock in New Zealand. Many of these have historic value and contribute greatly… (more)

Subjects/Keywords: Unreinforced Masonry; Retrofit; URM; Heritage; Seismic; Historic; Brick; Strengthening

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

APA (6th Edition):

Goodwin, C. O. (2008). Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand. (Masters Thesis). University of Auckland. Retrieved from http://hdl.handle.net/2292/5701

Chicago Manual of Style (16th Edition):

Goodwin, Cass Oliver. “Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand.” 2008. Masters Thesis, University of Auckland. Accessed March 28, 2020. http://hdl.handle.net/2292/5701.

MLA Handbook (7th Edition):

Goodwin, Cass Oliver. “Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand.” 2008. Web. 28 Mar 2020.

Vancouver:

Goodwin CO. Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand. [Internet] [Masters thesis]. University of Auckland; 2008. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2292/5701.

Council of Science Editors:

Goodwin CO. Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand. [Masters Thesis]. University of Auckland; 2008. Available from: http://hdl.handle.net/2292/5701


Anna University

28. Kalpana, V G. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.

Degree: Civil Engineering, 2014, Anna University

The role of fibres in the construction industry as a reinforcing material is gaining popularity due to its high tensile strength and light weight Due… (more)

Subjects/Keywords: Civil engineering; Fabric structure; Flexural strengthening; Reinforced concrete beams; Textile reinforcements

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

APA (6th Edition):

Kalpana, V. G. (2014). Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22870

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):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Thesis, Anna University. Accessed March 28, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22870.

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

MLA Handbook (7th Edition):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Web. 28 Mar 2020.

Vancouver:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Mar 28]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870.

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

Council of Science Editors:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870

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


University of Alberta

29. Lu, Junfang. Quantitative microstructural characterization of microalloyed steels.

Degree: PhD, Department of Chemical and Materials Engineering, 2009, University of Alberta

 Microalloyed steels are widely used in oil and gas pipelines. They are a class of high strength, low carbon steels containing small additions (in amounts… (more)

Subjects/Keywords: Rietveld refinement; precipitation strengthening; matrix dissolution; microalloyed steels

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

APA (6th Edition):

Lu, J. (2009). Quantitative microstructural characterization of microalloyed steels. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/nv9353384

Chicago Manual of Style (16th Edition):

Lu, Junfang. “Quantitative microstructural characterization of microalloyed steels.” 2009. Doctoral Dissertation, University of Alberta. Accessed March 28, 2020. https://era.library.ualberta.ca/files/nv9353384.

MLA Handbook (7th Edition):

Lu, Junfang. “Quantitative microstructural characterization of microalloyed steels.” 2009. Web. 28 Mar 2020.

Vancouver:

Lu J. Quantitative microstructural characterization of microalloyed steels. [Internet] [Doctoral dissertation]. University of Alberta; 2009. [cited 2020 Mar 28]. Available from: https://era.library.ualberta.ca/files/nv9353384.

Council of Science Editors:

Lu J. Quantitative microstructural characterization of microalloyed steels. [Doctoral Dissertation]. University of Alberta; 2009. Available from: https://era.library.ualberta.ca/files/nv9353384


University of Edinburgh

30. Li, Shiqing. FRP rupture strains in FRP wrapped columns.

Degree: PhD, 2012, University of Edinburgh

 Applying lateral confinement to concrete columns using fibre-reinforced polymer (FRP) composites is a very promising technique. FRP rupture is the typical failure mode of FRP… (more)

Subjects/Keywords: 624.1834; Fibre-Reinforced Polymer; FRP; strengthening; column; finite element

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

APA (6th Edition):

Li, S. (2012). FRP rupture strains in FRP wrapped columns. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/6246

Chicago Manual of Style (16th Edition):

Li, Shiqing. “FRP rupture strains in FRP wrapped columns.” 2012. Doctoral Dissertation, University of Edinburgh. Accessed March 28, 2020. http://hdl.handle.net/1842/6246.

MLA Handbook (7th Edition):

Li, Shiqing. “FRP rupture strains in FRP wrapped columns.” 2012. Web. 28 Mar 2020.

Vancouver:

Li S. FRP rupture strains in FRP wrapped columns. [Internet] [Doctoral dissertation]. University of Edinburgh; 2012. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1842/6246.

Council of Science Editors:

Li S. FRP rupture strains in FRP wrapped columns. [Doctoral Dissertation]. University of Edinburgh; 2012. Available from: http://hdl.handle.net/1842/6246

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