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You searched for subject:( Steico I beams). Showing records 1 – 30 of 19246 total matches.

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Brno University of Technology

1. Kozel, Tomáš. Dřevostavba rodinného domu .

Degree: 2013, Brno University of Technology

 Cílem mé bakalářské práce bylo navrhnout rodinný dům s garáží. Objekt je řešen jako rámová dřevostavba. Rodinný dům je zastřešen částečně plochou a částečně šikmou… (more)

Subjects/Keywords: Rodinný dům; dřevostavba; rámová konstrukce; Steico I nosníky; železobetonová deska; vikýř; detached house; timber; frame construction; Steico I beams; ferroconcretely board; dormer

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APA (6th Edition):

Kozel, T. (2013). Dřevostavba rodinného domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29392

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):

Kozel, Tomáš. “Dřevostavba rodinného domu .” 2013. Thesis, Brno University of Technology. Accessed December 05, 2019. http://hdl.handle.net/11012/29392.

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

MLA Handbook (7th Edition):

Kozel, Tomáš. “Dřevostavba rodinného domu .” 2013. Web. 05 Dec 2019.

Vancouver:

Kozel T. Dřevostavba rodinného domu . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11012/29392.

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

Council of Science Editors:

Kozel T. Dřevostavba rodinného domu . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29392

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


Brno University of Technology

2. Woytela, Jindřich. Ekologický dům .

Degree: 2015, Brno University of Technology

 Předmětem bakalářské práce je novostavba rodinného domu. Dům je navržen jako dvoupodlažní, nepodsklepená dřevostavba se sedlovou střechou. Dispoziční uspořádání 5+KK odpovídá návrhu pro 4 člennou… (more)

Subjects/Keywords: Bakalářská práce; dřevostavba; dvoupodlažní; I-nosník; STEICO; sedlová střecha; vikýř; trvale udržitelná výstavba; dřevovláknitá izolace; ekologická stavba.; Bachelor thesis; timber structure; two-storey; I-beam; STEICO; gable roof; dormer; sustainable construction; wood fiber insulation; ecological construction.

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APA (6th Edition):

Woytela, J. (2015). Ekologický dům . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42587

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):

Woytela, Jindřich. “Ekologický dům .” 2015. Thesis, Brno University of Technology. Accessed December 05, 2019. http://hdl.handle.net/11012/42587.

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

MLA Handbook (7th Edition):

Woytela, Jindřich. “Ekologický dům .” 2015. Web. 05 Dec 2019.

Vancouver:

Woytela J. Ekologický dům . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11012/42587.

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

Council of Science Editors:

Woytela J. Ekologický dům . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42587

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


Brno University of Technology

3. Král, Jakub. Nízkoenergetická dřevostavba rodinného domu .

Degree: 2013, Brno University of Technology

 Předmětem mé bakalářské práce je návrh novostavby nízkoenergetického, dvoupodlažního, nepodsklepeného rodinného domu s garáží. Objekt je zastřešen plochou vegetační střechou. Konstrukční systém je dřevostavba z… (more)

Subjects/Keywords: nízkoenergetický dům; novostavba; dřevostavba; rodinný dům; konstrukční systém Steico; I-nosník; plochá střecha; vegetační střecha; garáž; základová deska; provětrávaná fasáda; tepelná izolace: foukaná celulóza; pěnové sklo; polystyren; low-energy house; new building; timber house; detached house; Steico construction; I-joist; flat roof; green roof; garage; raft foundation; ventilated facade; thermal insulation: blown cellulose; foam-glass; polystyrene

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APA (6th Edition):

Král, J. (2013). Nízkoenergetická dřevostavba rodinného domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28795

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):

Král, Jakub. “Nízkoenergetická dřevostavba rodinného domu .” 2013. Thesis, Brno University of Technology. Accessed December 05, 2019. http://hdl.handle.net/11012/28795.

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

MLA Handbook (7th Edition):

Král, Jakub. “Nízkoenergetická dřevostavba rodinného domu .” 2013. Web. 05 Dec 2019.

Vancouver:

Král J. Nízkoenergetická dřevostavba rodinného domu . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11012/28795.

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

Council of Science Editors:

Král J. Nízkoenergetická dřevostavba rodinného domu . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28795

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


Brno University of Technology

4. Staňová, Monika. Rodinný statek s ubytováním .

Degree: 2014, Brno University of Technology

 Anotace Předmětem této bakalářské práce je návrh novostavby rodinného statku v katastrálním území obce Lezník. Statek je samostatně stojící na okraji vesnice, na které navazují… (more)

Subjects/Keywords: Bakalářská práce; rodinný statek; částečně podsklepený; konstrukční systém zděný a dřevostavba Steico; I-nosník; sedlová střecha; pultová střecha; provětrávaná fasáda; kontaktní fasáda; zateplovací systém; Bachelor´s thesis; family farmhouse; partially with a basement; block construction; Steico construction wooden system; I-joist; double pitched roof; shed (lean to) roof; ventilated facade; direct facade and external insulation system.

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APA (6th Edition):

Staňová, M. (2014). Rodinný statek s ubytováním . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35387

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):

Staňová, Monika. “Rodinný statek s ubytováním .” 2014. Thesis, Brno University of Technology. Accessed December 05, 2019. http://hdl.handle.net/11012/35387.

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

MLA Handbook (7th Edition):

Staňová, Monika. “Rodinný statek s ubytováním .” 2014. Web. 05 Dec 2019.

Vancouver:

Staňová M. Rodinný statek s ubytováním . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11012/35387.

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

Council of Science Editors:

Staňová M. Rodinný statek s ubytováním . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/35387

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


Queensland University of Technology

5. Galatanu, Anca Daniela. Behaviour and design of hollow flange beams under axial compression.

Degree: 1997, Queensland University of Technology

Subjects/Keywords: Steel I-beams Testing; thesis; masters

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APA (6th Edition):

Galatanu, A. D. (1997). Behaviour and design of hollow flange beams under axial compression. (Thesis). Queensland University of Technology. Retrieved from http://eprints.qut.edu.au/36012/

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):

Galatanu, Anca Daniela. “Behaviour and design of hollow flange beams under axial compression.” 1997. Thesis, Queensland University of Technology. Accessed December 05, 2019. http://eprints.qut.edu.au/36012/.

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

MLA Handbook (7th Edition):

Galatanu, Anca Daniela. “Behaviour and design of hollow flange beams under axial compression.” 1997. Web. 05 Dec 2019.

Vancouver:

Galatanu AD. Behaviour and design of hollow flange beams under axial compression. [Internet] [Thesis]. Queensland University of Technology; 1997. [cited 2019 Dec 05]. Available from: http://eprints.qut.edu.au/36012/.

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

Council of Science Editors:

Galatanu AD. Behaviour and design of hollow flange beams under axial compression. [Thesis]. Queensland University of Technology; 1997. Available from: http://eprints.qut.edu.au/36012/

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


McGill University

6. Lam, Cheuk-wing. Lateral buckling of beams with web holes.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics., 1984, McGill University

Subjects/Keywords: Steel I-beams.; Buckling (Mechanics); Plasticity.

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APA (6th Edition):

Lam, C. (1984). Lateral buckling of beams with web holes. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile65287.pdf

Chicago Manual of Style (16th Edition):

Lam, Cheuk-wing. “Lateral buckling of beams with web holes.” 1984. Masters Thesis, McGill University. Accessed December 05, 2019. http://digitool.library.mcgill.ca/thesisfile65287.pdf.

MLA Handbook (7th Edition):

Lam, Cheuk-wing. “Lateral buckling of beams with web holes.” 1984. Web. 05 Dec 2019.

Vancouver:

Lam C. Lateral buckling of beams with web holes. [Internet] [Masters thesis]. McGill University; 1984. [cited 2019 Dec 05]. Available from: http://digitool.library.mcgill.ca/thesisfile65287.pdf.

Council of Science Editors:

Lam C. Lateral buckling of beams with web holes. [Masters Thesis]. McGill University; 1984. Available from: http://digitool.library.mcgill.ca/thesisfile65287.pdf


University of Toronto

7. Xu, Roger Yuan. Shear Resistance of High Strength Concrete I-beams with Large Shear Reinforcement Ratios.

Degree: 2012, University of Toronto

Experiments were performed to examine the shear resistance of heavily reinforced I-beams. Six I-beams with identical cross sections were constructed using high strength self-consolidating concrete,… (more)

Subjects/Keywords: high strength concrete; shear resistance; heavily shear reinforced; I-beams; anti-symmetric loading; 0543

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APA (6th Edition):

Xu, R. Y. (2012). Shear Resistance of High Strength Concrete I-beams with Large Shear Reinforcement Ratios. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/32145

Chicago Manual of Style (16th Edition):

Xu, Roger Yuan. “Shear Resistance of High Strength Concrete I-beams with Large Shear Reinforcement Ratios.” 2012. Masters Thesis, University of Toronto. Accessed December 05, 2019. http://hdl.handle.net/1807/32145.

MLA Handbook (7th Edition):

Xu, Roger Yuan. “Shear Resistance of High Strength Concrete I-beams with Large Shear Reinforcement Ratios.” 2012. Web. 05 Dec 2019.

Vancouver:

Xu RY. Shear Resistance of High Strength Concrete I-beams with Large Shear Reinforcement Ratios. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/1807/32145.

Council of Science Editors:

Xu RY. Shear Resistance of High Strength Concrete I-beams with Large Shear Reinforcement Ratios. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32145

8. Silva, Cátia da Costa e. Análise teórica e experimental de vigas de madeira de seção transversal \"I\" para uso em fôrmas para concreto.

Degree: Mestrado, Estruturas, 2010, University of São Paulo

Devido à importância da madeira na construção civil e a preocupação com o impacto ambiental, a engenharia passou a se preocupar com a racionalização de… (more)

Subjects/Keywords: Adesivo para madeira; Adhesives for wood; Emenda dentada; Finger joint; H20 beams; I-Joist; Vigas de seção transversal "I"; Vigas H20

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APA (6th Edition):

Silva, C. d. C. e. (2010). Análise teórica e experimental de vigas de madeira de seção transversal \"I\" para uso em fôrmas para concreto. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072010-091217/ ;

Chicago Manual of Style (16th Edition):

Silva, Cátia da Costa e. “Análise teórica e experimental de vigas de madeira de seção transversal \"I\" para uso em fôrmas para concreto.” 2010. Masters Thesis, University of São Paulo. Accessed December 05, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072010-091217/ ;.

MLA Handbook (7th Edition):

Silva, Cátia da Costa e. “Análise teórica e experimental de vigas de madeira de seção transversal \"I\" para uso em fôrmas para concreto.” 2010. Web. 05 Dec 2019.

Vancouver:

Silva CdCe. Análise teórica e experimental de vigas de madeira de seção transversal \"I\" para uso em fôrmas para concreto. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2019 Dec 05]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072010-091217/ ;.

Council of Science Editors:

Silva CdCe. Análise teórica e experimental de vigas de madeira de seção transversal \"I\" para uso em fôrmas para concreto. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072010-091217/ ;


Brno University of Technology

9. Lenďák, Dávid. Detached family residence .

Degree: 2018, Brno University of Technology

 Předmětem této bakalářské práce je vypracování projektové dokumentace pro samostatnou rodinnou rezidenci. Rodinný dům se nachází v Brně-Královo Pole, v katastrálním území Sadová. Rodinný dům… (more)

Subjects/Keywords: Samostatný rodinný dům; steico; isover; dřevo; dřevěná konstrukce; plochá střecha; Detached family house; steico; isover; wood; wooden construction; flat roof

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APA (6th Edition):

Lenďák, D. (2018). Detached family residence . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84536

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):

Lenďák, Dávid. “Detached family residence .” 2018. Thesis, Brno University of Technology. Accessed December 05, 2019. http://hdl.handle.net/11012/84536.

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

MLA Handbook (7th Edition):

Lenďák, Dávid. “Detached family residence .” 2018. Web. 05 Dec 2019.

Vancouver:

Lenďák D. Detached family residence . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11012/84536.

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

Council of Science Editors:

Lenďák D. Detached family residence . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/84536

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


Queensland University of Technology

10. Heldt, Tim J. The use of hollow flange beams in portal frame buildings.

Degree: 1996, Queensland University of Technology

Subjects/Keywords: Steel I-beams; Buckling (Mechanics); thesis; doctoral

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APA (6th Edition):

Heldt, T. J. (1996). The use of hollow flange beams in portal frame buildings. (Thesis). Queensland University of Technology. Retrieved from http://eprints.qut.edu.au/36014/

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):

Heldt, Tim J. “The use of hollow flange beams in portal frame buildings.” 1996. Thesis, Queensland University of Technology. Accessed December 05, 2019. http://eprints.qut.edu.au/36014/.

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

MLA Handbook (7th Edition):

Heldt, Tim J. “The use of hollow flange beams in portal frame buildings.” 1996. Web. 05 Dec 2019.

Vancouver:

Heldt TJ. The use of hollow flange beams in portal frame buildings. [Internet] [Thesis]. Queensland University of Technology; 1996. [cited 2019 Dec 05]. Available from: http://eprints.qut.edu.au/36014/.

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

Council of Science Editors:

Heldt TJ. The use of hollow flange beams in portal frame buildings. [Thesis]. Queensland University of Technology; 1996. Available from: http://eprints.qut.edu.au/36014/

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


Virginia Tech

11. HagenBurger, William C. Feasibility of open web rafters constructed of single angles.

Degree: MS, Civil Engineering, 1990, Virginia Tech

  The purpose of the research reported here was to determine if single angles can be used for chord and web members in lightweight steel… (more)

Subjects/Keywords: Steel I-beams; LD5655.V855 1990.H333

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APA (6th Edition):

HagenBurger, W. C. (1990). Feasibility of open web rafters constructed of single angles. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42069

Chicago Manual of Style (16th Edition):

HagenBurger, William C. “Feasibility of open web rafters constructed of single angles.” 1990. Masters Thesis, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/42069.

MLA Handbook (7th Edition):

HagenBurger, William C. “Feasibility of open web rafters constructed of single angles.” 1990. Web. 05 Dec 2019.

Vancouver:

HagenBurger WC. Feasibility of open web rafters constructed of single angles. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/42069.

Council of Science Editors:

HagenBurger WC. Feasibility of open web rafters constructed of single angles. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/42069


University of New South Wales

12. Lee, Dong-Sik. Distortional buckling of I-sections.

Degree: Civil & Environmental Engineering, 2001, University of New South Wales

Subjects/Keywords: Steel I-beams; Buckling; Thesis Digitisation Program

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APA (6th Edition):

Lee, D. (2001). Distortional buckling of I-sections. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55584 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38119/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Lee, Dong-Sik. “Distortional buckling of I-sections.” 2001. Doctoral Dissertation, University of New South Wales. Accessed December 05, 2019. http://handle.unsw.edu.au/1959.4/55584 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38119/SOURCE01?view=true.

MLA Handbook (7th Edition):

Lee, Dong-Sik. “Distortional buckling of I-sections.” 2001. Web. 05 Dec 2019.

Vancouver:

Lee D. Distortional buckling of I-sections. [Internet] [Doctoral dissertation]. University of New South Wales; 2001. [cited 2019 Dec 05]. Available from: http://handle.unsw.edu.au/1959.4/55584 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38119/SOURCE01?view=true.

Council of Science Editors:

Lee D. Distortional buckling of I-sections. [Doctoral Dissertation]. University of New South Wales; 2001. Available from: http://handle.unsw.edu.au/1959.4/55584 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:38119/SOURCE01?view=true


University of New South Wales

13. Ronagh, Hamid Reza. Lateral and distortional instability of tapered members.

Degree: Engineering. Civil Engineering, 1996, University of New South Wales

Subjects/Keywords: Steel I-beams; Finite element method; Thesis Digitisation Program

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APA (6th Edition):

Ronagh, H. R. (1996). Lateral and distortional instability of tapered members. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/64838 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62723/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Ronagh, Hamid Reza. “Lateral and distortional instability of tapered members.” 1996. Doctoral Dissertation, University of New South Wales. Accessed December 05, 2019. http://handle.unsw.edu.au/1959.4/64838 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62723/SOURCE01?view=true.

MLA Handbook (7th Edition):

Ronagh, Hamid Reza. “Lateral and distortional instability of tapered members.” 1996. Web. 05 Dec 2019.

Vancouver:

Ronagh HR. Lateral and distortional instability of tapered members. [Internet] [Doctoral dissertation]. University of New South Wales; 1996. [cited 2019 Dec 05]. Available from: http://handle.unsw.edu.au/1959.4/64838 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62723/SOURCE01?view=true.

Council of Science Editors:

Ronagh HR. Lateral and distortional instability of tapered members. [Doctoral Dissertation]. University of New South Wales; 1996. Available from: http://handle.unsw.edu.au/1959.4/64838 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62723/SOURCE01?view=true


Anna University

14. Manisekar R. A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;.

Degree: A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing, 2015, Anna University

External prestressing is being successfully used for strengthening newlineexisting distressed concrete bridges Concrete beams new beams prestressed newlinewith external tendons are analytically treated as beams(more)

Subjects/Keywords: Concrete beams; Rectangular RC beams

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APA (6th Edition):

R, M. (2015). A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/33118

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):

R, Manisekar. “A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;.” 2015. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/33118.

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

MLA Handbook (7th Edition):

R, Manisekar. “A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;.” 2015. Web. 05 Dec 2019.

Vancouver:

R M. A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33118.

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

Council of Science Editors:

R M. A study on ultimate flexural Behaviour of RC beams strengthened By external prestressing;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33118

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


Addis Ababa University

15. Yibeltal, Siyum. Two-Mode Coherent and Subharmonic Light Beams .

Degree: 2012, Addis Ababa University

 Applying c-number Langevin equations, we have calculated the Q function for the two- mode coherent and subharmonic light. We have then determined the Q function… (more)

Subjects/Keywords: Light Beams

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APA (6th Edition):

Yibeltal, S. (2012). Two-Mode Coherent and Subharmonic Light Beams . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/1424

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):

Yibeltal, Siyum. “Two-Mode Coherent and Subharmonic Light Beams .” 2012. Thesis, Addis Ababa University. Accessed December 05, 2019. http://etd.aau.edu.et/dspace/handle/123456789/1424.

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

MLA Handbook (7th Edition):

Yibeltal, Siyum. “Two-Mode Coherent and Subharmonic Light Beams .” 2012. Web. 05 Dec 2019.

Vancouver:

Yibeltal S. Two-Mode Coherent and Subharmonic Light Beams . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2019 Dec 05]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/1424.

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

Council of Science Editors:

Yibeltal S. Two-Mode Coherent and Subharmonic Light Beams . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/1424

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

16. Patil, Shekhar S. Engineering methodology for considering permanent metal deck forms for stability of bridges during construction.

Degree: MS, 2008, University of Alabama – Birmingham

Lateral-torsional buckling is a significant consideration in the design of steel bridge girders during construction. Because I-girders have inherently weak torsion resistance, designers provide cross-frames… (more)

Subjects/Keywords: Iron and steel bridges  – Design and construction <; br>; Steel I-beams  – Stability <; br>; Buckling (Mechanics)  – Prevention  – Equipment and supplies

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APA (6th Edition):

Patil, S. S. (2008). Engineering methodology for considering permanent metal deck forms for stability of bridges during construction. (Masters Thesis). University of Alabama – Birmingham. Retrieved from http://contentdm.mhsl.uab.edu/u?/etd,353

Chicago Manual of Style (16th Edition):

Patil, Shekhar S. “Engineering methodology for considering permanent metal deck forms for stability of bridges during construction.” 2008. Masters Thesis, University of Alabama – Birmingham. Accessed December 05, 2019. http://contentdm.mhsl.uab.edu/u?/etd,353.

MLA Handbook (7th Edition):

Patil, Shekhar S. “Engineering methodology for considering permanent metal deck forms for stability of bridges during construction.” 2008. Web. 05 Dec 2019.

Vancouver:

Patil SS. Engineering methodology for considering permanent metal deck forms for stability of bridges during construction. [Internet] [Masters thesis]. University of Alabama – Birmingham; 2008. [cited 2019 Dec 05]. Available from: http://contentdm.mhsl.uab.edu/u?/etd,353.

Council of Science Editors:

Patil SS. Engineering methodology for considering permanent metal deck forms for stability of bridges during construction. [Masters Thesis]. University of Alabama – Birmingham; 2008. Available from: http://contentdm.mhsl.uab.edu/u?/etd,353


Ryerson University

17. Wodzinowski, Radek A. Free Vibration Analysis Of Horizontally Curved Composite Concrete Deck Over Steel I-Girder Bridges.

Degree: 2009, Ryerson University

 Curved composite I-girder bridges provide an excellent solution to problems of urban congestion, traffic and pollution, but their behavior is quite complex due to the… (more)

Subjects/Keywords: Girders  – Vibration  – Mathematical models; Steel I-beams  – Testing; Iron and steel bridges  – Design and construction; Bridges  – Floors; Bridges  – Vibration  – Mathematical models; Concrete bridges  – Design and construction

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APA (6th Edition):

Wodzinowski, R. A. (2009). Free Vibration Analysis Of Horizontally Curved Composite Concrete Deck Over Steel I-Girder Bridges. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1590

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):

Wodzinowski, Radek A. “Free Vibration Analysis Of Horizontally Curved Composite Concrete Deck Over Steel I-Girder Bridges.” 2009. Thesis, Ryerson University. Accessed December 05, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A1590.

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

MLA Handbook (7th Edition):

Wodzinowski, Radek A. “Free Vibration Analysis Of Horizontally Curved Composite Concrete Deck Over Steel I-Girder Bridges.” 2009. Web. 05 Dec 2019.

Vancouver:

Wodzinowski RA. Free Vibration Analysis Of Horizontally Curved Composite Concrete Deck Over Steel I-Girder Bridges. [Internet] [Thesis]. Ryerson University; 2009. [cited 2019 Dec 05]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1590.

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

Council of Science Editors:

Wodzinowski RA. Free Vibration Analysis Of Horizontally Curved Composite Concrete Deck Over Steel I-Girder Bridges. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1590

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


Virginia Tech

18. Mehl, Nicholas. Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams.

Degree: MS, Engineering Science and Mechanics, 2006, Virginia Tech

 When taking steps away from tried and true designs, there is always a degree of uncertainty that arises. With the introduction of fiber-reinforced polymers (FRP)… (more)

Subjects/Keywords: fiber reinforced polymer composites; double-web I-beams; infrared thermal imaging; Nondestructive evaluation

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APA (6th Edition):

Mehl, N. (2006). Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31232

Chicago Manual of Style (16th Edition):

Mehl, Nicholas. “Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams.” 2006. Masters Thesis, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/31232.

MLA Handbook (7th Edition):

Mehl, Nicholas. “Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams.” 2006. Web. 05 Dec 2019.

Vancouver:

Mehl N. Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/31232.

Council of Science Editors:

Mehl N. Implementation of Infrared Non-Destructive Evaluation in Fiber-Reinforced Polymer Bouble-Web I-Beams. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/31232


Colorado State University

19. Peterson, Kirsten LaRhea. Mechanics of plastic-aluminum composite I-beams, The.

Degree: MS(M.S.), Civil and Environmental Engineering, 2007, Colorado State University

 This thesis presents an initial investigation of the mechanics of I-beams developed with plastic-aluminum composite technology. Plastic-aluminum composites in structural beam/frame/truss elements are a relatively… (more)

Subjects/Keywords: beam mechanics; structures; plastic-metal composites; I-beams; composite materials

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APA (6th Edition):

Peterson, K. L. (2007). Mechanics of plastic-aluminum composite I-beams, The. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/82630

Chicago Manual of Style (16th Edition):

Peterson, Kirsten LaRhea. “Mechanics of plastic-aluminum composite I-beams, The.” 2007. Masters Thesis, Colorado State University. Accessed December 05, 2019. http://hdl.handle.net/10217/82630.

MLA Handbook (7th Edition):

Peterson, Kirsten LaRhea. “Mechanics of plastic-aluminum composite I-beams, The.” 2007. Web. 05 Dec 2019.

Vancouver:

Peterson KL. Mechanics of plastic-aluminum composite I-beams, The. [Internet] [Masters thesis]. Colorado State University; 2007. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10217/82630.

Council of Science Editors:

Peterson KL. Mechanics of plastic-aluminum composite I-beams, The. [Masters Thesis]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/82630


Brno University of Technology

20. Kadlecová, Kateřina. Autobusové nádraží .

Degree: 2014, Brno University of Technology

 Diplomová práce řeší návrh a prováděcí dokumentaci třípodlažního Autobusového nádraží v Českém Krumlově v ulici Nemocniční. Z této ulice je i navrženo napojení na dopravní… (more)

Subjects/Keywords: Autobusové nádraží; prosklená fasáda; základové pasy; základové patky; konstrukční detaily; dřevěné žaluzie; nosníky I-stabil; pultová střecha; plochá střecha; monolitické schodiště; diplomová práce.; Bus station; glass facade; foundation walls; footings; structural details; wooden shutters; beams I-stable; pent roof; flat roof; monolithic staircase thesis.

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APA (6th Edition):

Kadlecová, K. (2014). Autobusové nádraží . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30537

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):

Kadlecová, Kateřina. “Autobusové nádraží .” 2014. Thesis, Brno University of Technology. Accessed December 05, 2019. http://hdl.handle.net/11012/30537.

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

MLA Handbook (7th Edition):

Kadlecová, Kateřina. “Autobusové nádraží .” 2014. Web. 05 Dec 2019.

Vancouver:

Kadlecová K. Autobusové nádraží . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11012/30537.

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

Council of Science Editors:

Kadlecová K. Autobusové nádraží . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30537

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


Oregon State University

21. Dhamodaran, Sharath Kumar. Pattern discovery in noisy images.

Degree: MS, Electrical and Computer Engineering, 2013, Oregon State University

 The Focused Ion Beam (FIB) tool is a versatile instrument for nano-machining in circuit editing. Circuit editing is one of the most important steps in… (more)

Subjects/Keywords: Focused ion beams

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APA (6th Edition):

Dhamodaran, S. K. (2013). Pattern discovery in noisy images. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/43343

Chicago Manual of Style (16th Edition):

Dhamodaran, Sharath Kumar. “Pattern discovery in noisy images.” 2013. Masters Thesis, Oregon State University. Accessed December 05, 2019. http://hdl.handle.net/1957/43343.

MLA Handbook (7th Edition):

Dhamodaran, Sharath Kumar. “Pattern discovery in noisy images.” 2013. Web. 05 Dec 2019.

Vancouver:

Dhamodaran SK. Pattern discovery in noisy images. [Internet] [Masters thesis]. Oregon State University; 2013. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/1957/43343.

Council of Science Editors:

Dhamodaran SK. Pattern discovery in noisy images. [Masters Thesis]. Oregon State University; 2013. Available from: http://hdl.handle.net/1957/43343


Stellenbosch University

22. Du Preez, Neil Carl. Flattened Gaussian beam for laser paint removal.

Degree: MSc, 2011, Stellenbosch University

ENGLISH ABSTRACT: Lasers are commonly used in the industry for various applications such as laser cutting, laser drilling, lithography, medical applications, surface cleaning and a… (more)

Subjects/Keywords: Physics; Laser beams

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APA (6th Edition):

Du Preez, N. C. (2011). Flattened Gaussian beam for laser paint removal. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/6905

Chicago Manual of Style (16th Edition):

Du Preez, Neil Carl. “Flattened Gaussian beam for laser paint removal.” 2011. Masters Thesis, Stellenbosch University. Accessed December 05, 2019. http://hdl.handle.net/10019.1/6905.

MLA Handbook (7th Edition):

Du Preez, Neil Carl. “Flattened Gaussian beam for laser paint removal.” 2011. Web. 05 Dec 2019.

Vancouver:

Du Preez NC. Flattened Gaussian beam for laser paint removal. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10019.1/6905.

Council of Science Editors:

Du Preez NC. Flattened Gaussian beam for laser paint removal. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/6905


University of Ottawa

23. Castonguay, Steve. Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading .

Degree: 2017, University of Ottawa

 This thesis focuses on the dynamic and static behavior of steel fiber-reinforced concrete (SRFC) beams. As part of this study a total of eighteen (18)… (more)

Subjects/Keywords: Blast; Beams; SFRC

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APA (6th Edition):

Castonguay, S. (2017). Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37003

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):

Castonguay, Steve. “Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading .” 2017. Thesis, University of Ottawa. Accessed December 05, 2019. http://hdl.handle.net/10393/37003.

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

MLA Handbook (7th Edition):

Castonguay, Steve. “Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading .” 2017. Web. 05 Dec 2019.

Vancouver:

Castonguay S. Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10393/37003.

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

Council of Science Editors:

Castonguay S. Performance of Steel Fiber-Reinforced Concrete Beams Under Shock Tube Induced Blast Loading . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/37003

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


University of Alberta

24. Franchuk, Cameron R. Block shear failure of coped steel beams.

Degree: MSin Structural Engineering, Department of Civil and Environmental Engineering, 2002, University of Alberta

Subjects/Keywords: Steel I-beams.; Shear (Mechanics); Girders – Joints – Design and construction – Evaluation.; Girders – Joints – Design and construction – Mathematical models.

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APA (6th Edition):

Franchuk, C. R. (2002). Block shear failure of coped steel beams. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/9z903214f

Chicago Manual of Style (16th Edition):

Franchuk, Cameron R. “Block shear failure of coped steel beams.” 2002. Masters Thesis, University of Alberta. Accessed December 05, 2019. https://era.library.ualberta.ca/files/9z903214f.

MLA Handbook (7th Edition):

Franchuk, Cameron R. “Block shear failure of coped steel beams.” 2002. Web. 05 Dec 2019.

Vancouver:

Franchuk CR. Block shear failure of coped steel beams. [Internet] [Masters thesis]. University of Alberta; 2002. [cited 2019 Dec 05]. Available from: https://era.library.ualberta.ca/files/9z903214f.

Council of Science Editors:

Franchuk CR. Block shear failure of coped steel beams. [Masters Thesis]. University of Alberta; 2002. Available from: https://era.library.ualberta.ca/files/9z903214f


Queensland University of Technology

25. Cavanough, Gary L. Automated weld quality monitoring.

Degree: 1994, Queensland University of Technology

Subjects/Keywords: Welding Automation Quality control; Welding Automation Inspection; Steel I-beams Welding Testing; thesis; masters

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APA (6th Edition):

Cavanough, G. L. (1994). Automated weld quality monitoring. (Thesis). Queensland University of Technology. Retrieved from http://eprints.qut.edu.au/37178/

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):

Cavanough, Gary L. “Automated weld quality monitoring.” 1994. Thesis, Queensland University of Technology. Accessed December 05, 2019. http://eprints.qut.edu.au/37178/.

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

MLA Handbook (7th Edition):

Cavanough, Gary L. “Automated weld quality monitoring.” 1994. Web. 05 Dec 2019.

Vancouver:

Cavanough GL. Automated weld quality monitoring. [Internet] [Thesis]. Queensland University of Technology; 1994. [cited 2019 Dec 05]. Available from: http://eprints.qut.edu.au/37178/.

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

Council of Science Editors:

Cavanough GL. Automated weld quality monitoring. [Thesis]. Queensland University of Technology; 1994. Available from: http://eprints.qut.edu.au/37178/

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


Georgia Tech

26. Linzell, Daniel Gattner. Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight.

Degree: PhD, Civil and Environmental Engineering, 1999, Georgia Tech

Subjects/Keywords: Bridges, Iron and steel Design and construction; Steel I-beams; Steel, Structural; Thin-walled structures

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APA (6th Edition):

Linzell, D. G. (1999). Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/18342

Chicago Manual of Style (16th Edition):

Linzell, Daniel Gattner. “Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight.” 1999. Doctoral Dissertation, Georgia Tech. Accessed December 05, 2019. http://hdl.handle.net/1853/18342.

MLA Handbook (7th Edition):

Linzell, Daniel Gattner. “Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight.” 1999. Web. 05 Dec 2019.

Vancouver:

Linzell DG. Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight. [Internet] [Doctoral dissertation]. Georgia Tech; 1999. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/1853/18342.

Council of Science Editors:

Linzell DG. Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight. [Doctoral Dissertation]. Georgia Tech; 1999. Available from: http://hdl.handle.net/1853/18342


Ryerson University

27. Wassef, Joseph. Curved Concrete Slab-On-Steel I-Girder Bridges.

Degree: 2004, Ryerson University

 A parametric study was conducted, using the finite-element method, to study the load distribution characteristics of curved composite I-girder bridges under truck loading. The influence… (more)

Subjects/Keywords: Concrete bridges  – Live loads  – Testing; Iron and steel bridges  – Live loads  – Testing; Girders  – Testing; Steel I-beams  – Testing

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APA (6th Edition):

Wassef, J. (2004). Curved Concrete Slab-On-Steel I-Girder Bridges. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2128

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):

Wassef, Joseph. “Curved Concrete Slab-On-Steel I-Girder Bridges.” 2004. Thesis, Ryerson University. Accessed December 05, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2128.

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

MLA Handbook (7th Edition):

Wassef, Joseph. “Curved Concrete Slab-On-Steel I-Girder Bridges.” 2004. Web. 05 Dec 2019.

Vancouver:

Wassef J. Curved Concrete Slab-On-Steel I-Girder Bridges. [Internet] [Thesis]. Ryerson University; 2004. [cited 2019 Dec 05]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2128.

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

Council of Science Editors:

Wassef J. Curved Concrete Slab-On-Steel I-Girder Bridges. [Thesis]. Ryerson University; 2004. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2128

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


Universitat de Barcelona

28. Sirvent Blasco, Jose Luis. Beam Secondary Shower Acquisition Design for the CERN High Accuracy Wire Scanner.

Degree: Departament d'Enginyeria Electrònica i Biomèdica, 2019, Universitat de Barcelona

 La operación de la actual generación de beam wire scanners (BWS) en el CERN es compleja y la precisión de su medida está parcialmente limitada… (more)

Subjects/Keywords: Electrònica; Electrónica; Electronics; Física de partícules; Física de partículas; Particle physics; Feixos de partícules; Haces de partículas; Particle beams; Detectors de radiació; Contadores nucleares; Nuclear counters; Ciències Experimentals i Matemàtiques; 62

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APA (6th Edition):

Sirvent Blasco, J. L. (2019). Beam Secondary Shower Acquisition Design for the CERN High Accuracy Wire Scanner. (Thesis). Universitat de Barcelona. Retrieved from http://hdl.handle.net/10803/666139

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):

Sirvent Blasco, Jose Luis. “Beam Secondary Shower Acquisition Design for the CERN High Accuracy Wire Scanner.” 2019. Thesis, Universitat de Barcelona. Accessed December 05, 2019. http://hdl.handle.net/10803/666139.

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

MLA Handbook (7th Edition):

Sirvent Blasco, Jose Luis. “Beam Secondary Shower Acquisition Design for the CERN High Accuracy Wire Scanner.” 2019. Web. 05 Dec 2019.

Vancouver:

Sirvent Blasco JL. Beam Secondary Shower Acquisition Design for the CERN High Accuracy Wire Scanner. [Internet] [Thesis]. Universitat de Barcelona; 2019. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10803/666139.

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

Council of Science Editors:

Sirvent Blasco JL. Beam Secondary Shower Acquisition Design for the CERN High Accuracy Wire Scanner. [Thesis]. Universitat de Barcelona; 2019. Available from: http://hdl.handle.net/10803/666139

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


University of Zululand

29. Makhathini, Lucky Maxwell. Development of a laser ionization test bench for radioactive ion beams .

Degree: 2013, University of Zululand

 This thesis aims to develop the technique for selective laser ionization of atoms and the role it can play in the production of radioactive ion… (more)

Subjects/Keywords: Laser ionization ; Radioactive ion beams

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

APA (6th Edition):

Makhathini, L. M. (2013). Development of a laser ionization test bench for radioactive ion beams . (Thesis). University of Zululand. Retrieved from http://hdl.handle.net/10530/1351

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):

Makhathini, Lucky Maxwell. “Development of a laser ionization test bench for radioactive ion beams .” 2013. Thesis, University of Zululand. Accessed December 05, 2019. http://hdl.handle.net/10530/1351.

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

MLA Handbook (7th Edition):

Makhathini, Lucky Maxwell. “Development of a laser ionization test bench for radioactive ion beams .” 2013. Web. 05 Dec 2019.

Vancouver:

Makhathini LM. Development of a laser ionization test bench for radioactive ion beams . [Internet] [Thesis]. University of Zululand; 2013. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10530/1351.

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

Council of Science Editors:

Makhathini LM. Development of a laser ionization test bench for radioactive ion beams . [Thesis]. University of Zululand; 2013. Available from: http://hdl.handle.net/10530/1351

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


Victoria University of Wellington

30. Boyack, Rufus M. The Theory of the Hydrogen Molecule Ion, Scalar Beams, and Scattering by Spheroids.

Degree: 2011, Victoria University of Wellington

 Schrodinger's equation for the hydrogen molecule ion and the Helmholtz equation are separable in prolate and oblate spheroidal coordinates respectively. They share the same form… (more)

Subjects/Keywords: Wronskian; Scalar beams; Spheroids

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Boyack, R. M. (2011). The Theory of the Hydrogen Molecule Ion, Scalar Beams, and Scattering by Spheroids. (Masters Thesis). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/1566

Chicago Manual of Style (16th Edition):

Boyack, Rufus M. “The Theory of the Hydrogen Molecule Ion, Scalar Beams, and Scattering by Spheroids.” 2011. Masters Thesis, Victoria University of Wellington. Accessed December 05, 2019. http://hdl.handle.net/10063/1566.

MLA Handbook (7th Edition):

Boyack, Rufus M. “The Theory of the Hydrogen Molecule Ion, Scalar Beams, and Scattering by Spheroids.” 2011. Web. 05 Dec 2019.

Vancouver:

Boyack RM. The Theory of the Hydrogen Molecule Ion, Scalar Beams, and Scattering by Spheroids. [Internet] [Masters thesis]. Victoria University of Wellington; 2011. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10063/1566.

Council of Science Editors:

Boyack RM. The Theory of the Hydrogen Molecule Ion, Scalar Beams, and Scattering by Spheroids. [Masters Thesis]. Victoria University of Wellington; 2011. Available from: http://hdl.handle.net/10063/1566

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