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You searched for subject:(REINFORCED CONCRETE UNSTRESSED BUILDING MATERIALS ). Showing records 1 – 30 of 50653 total matches.

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ETH Zürich

1. Trausch, Jean-Luc. Verhalten der grenzflächennahen Zone von Instandsetzungs- und Schutzsystemen für Stahlbeton.

Degree: 2000, ETH Zürich

Subjects/Keywords: STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); BETONOBERFLÄCHENBEHANDLUNG (BETONBAU); ZEMENTSTEIN + ZEMENTLEIM (BAUSTOFFE); HAFTVERMÖGEN (BAUSTOFFE); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); CONCRETE SURFACE TREATMENT (CONCRETE CONSTRUCTION); CEMENT PASTE + SLURRY (BUILDING MATERIALS); ADHESIVENESS (BUILDING MATERIALS); info:eu-repo/classification/ddc/690; Buildings

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

APA (6th Edition):

Trausch, J. (2000). Verhalten der grenzflächennahen Zone von Instandsetzungs- und Schutzsystemen für Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144528

Chicago Manual of Style (16th Edition):

Trausch, Jean-Luc. “Verhalten der grenzflächennahen Zone von Instandsetzungs- und Schutzsystemen für Stahlbeton.” 2000. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/144528.

MLA Handbook (7th Edition):

Trausch, Jean-Luc. “Verhalten der grenzflächennahen Zone von Instandsetzungs- und Schutzsystemen für Stahlbeton.” 2000. Web. 24 Jan 2020.

Vancouver:

Trausch J. Verhalten der grenzflächennahen Zone von Instandsetzungs- und Schutzsystemen für Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/144528.

Council of Science Editors:

Trausch J. Verhalten der grenzflächennahen Zone von Instandsetzungs- und Schutzsystemen für Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144528


ETH Zürich

2. Martinola, Giovanni. Rissbildung und Ablösung zementgebundener Beschichtungen auf Beton.

Degree: 2000, ETH Zürich

Subjects/Keywords: BAUWERKSBESCHICHTUNGEN (BAUSTOFFE); BETONOBERFLÄCHENBEHANDLUNG (BETONBAU); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); RISSE (BAUSTOFFE); COATINGS (BUILDING MATERIALS); CONCRETE SURFACE TREATMENT (CONCRETE CONSTRUCTION); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); CRACKS (BUILDING MATERIALS); info:eu-repo/classification/ddc/690; Buildings

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APA (6th Edition):

Martinola, G. (2000). Rissbildung und Ablösung zementgebundener Beschichtungen auf Beton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144584

Chicago Manual of Style (16th Edition):

Martinola, Giovanni. “Rissbildung und Ablösung zementgebundener Beschichtungen auf Beton.” 2000. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/144584.

MLA Handbook (7th Edition):

Martinola, Giovanni. “Rissbildung und Ablösung zementgebundener Beschichtungen auf Beton.” 2000. Web. 24 Jan 2020.

Vancouver:

Martinola G. Rissbildung und Ablösung zementgebundener Beschichtungen auf Beton. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/144584.

Council of Science Editors:

Martinola G. Rissbildung und Ablösung zementgebundener Beschichtungen auf Beton. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144584


ETH Zürich

3. Köppel, Stefan. Schallemissionsanalyse zur Untersuchung von Stahlbetontragwerken.

Degree: 2002, ETH Zürich

Subjects/Keywords: SCHALLEMISSIONSVERFAHREN (MATERIALPRÜFUNG); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); ACOUSTIC EMISSION, AE (MATERIALS TESTING); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/620; Engineering & allied operations; Engineering & allied operations

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APA (6th Edition):

Köppel, S. (2002). Schallemissionsanalyse zur Untersuchung von Stahlbetontragwerken. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/145693

Chicago Manual of Style (16th Edition):

Köppel, Stefan. “Schallemissionsanalyse zur Untersuchung von Stahlbetontragwerken.” 2002. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/145693.

MLA Handbook (7th Edition):

Köppel, Stefan. “Schallemissionsanalyse zur Untersuchung von Stahlbetontragwerken.” 2002. Web. 24 Jan 2020.

Vancouver:

Köppel S. Schallemissionsanalyse zur Untersuchung von Stahlbetontragwerken. [Internet] [Doctoral dissertation]. ETH Zürich; 2002. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/145693.

Council of Science Editors:

Köppel S. Schallemissionsanalyse zur Untersuchung von Stahlbetontragwerken. [Doctoral Dissertation]. ETH Zürich; 2002. Available from: http://hdl.handle.net/20.500.11850/145693


ETH Zürich

4. Schechinger, Barbara. Schallemissionsanalyse zur Überwachung der Schädigung von Stahlbeton.

Degree: 2005, ETH Zürich

Subjects/Keywords: SCHALLEMISSIONSVERFAHREN (MATERIALPRÜFUNG); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); ACOUSTIC EMISSION, AE (MATERIALS TESTING); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); info:eu-repo/classification/ddc/690; info:eu-repo/classification/ddc/620; Buildings; Engineering & allied operations

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

APA (6th Edition):

Schechinger, B. (2005). Schallemissionsanalyse zur Überwachung der Schädigung von Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/148928

Chicago Manual of Style (16th Edition):

Schechinger, Barbara. “Schallemissionsanalyse zur Überwachung der Schädigung von Stahlbeton.” 2005. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/148928.

MLA Handbook (7th Edition):

Schechinger, Barbara. “Schallemissionsanalyse zur Überwachung der Schädigung von Stahlbeton.” 2005. Web. 24 Jan 2020.

Vancouver:

Schechinger B. Schallemissionsanalyse zur Überwachung der Schädigung von Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2005. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/148928.

Council of Science Editors:

Schechinger B. Schallemissionsanalyse zur Überwachung der Schädigung von Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 2005. Available from: http://hdl.handle.net/20.500.11850/148928


Anna University

5. Ravi kumar M. Analysis of natural cooling of building using phase change materials;.

Degree: Analysis of natural cooling of building using phase change materials, 2014, Anna University

Natural cooling of building roof using Phase Change Materials is attempted Three kinds of roofs named as RCC WC and PCM are analysed numerically using… (more)

Subjects/Keywords:

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

APA (6th Edition):

M, R. k. (2014). Analysis of natural cooling of building using phase change materials;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25425

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):

M, Ravi kumar. “Analysis of natural cooling of building using phase change materials;.” 2014. Thesis, Anna University. Accessed January 24, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/25425.

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

MLA Handbook (7th Edition):

M, Ravi kumar. “Analysis of natural cooling of building using phase change materials;.” 2014. Web. 24 Jan 2020.

Vancouver:

M Rk. Analysis of natural cooling of building using phase change materials;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Jan 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25425.

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

Council of Science Editors:

M Rk. Analysis of natural cooling of building using phase change materials;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25425

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


Anna University

6. Ravi kumar M. Analysis of natural cooling of building using phase change materials;.

Degree: Analysis of natural cooling of building using phase change materials, 2014, Anna University

Natural cooling of building roof using Phase Change Materials is attempted Three kinds of roofs named as RCC WC and PCM are analysed numerically using… (more)

Subjects/Keywords:

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

M, R. k. (2014). Analysis of natural cooling of building using phase change materials;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25426

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):

M, Ravi kumar. “Analysis of natural cooling of building using phase change materials;.” 2014. Thesis, Anna University. Accessed January 24, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/25426.

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

MLA Handbook (7th Edition):

M, Ravi kumar. “Analysis of natural cooling of building using phase change materials;.” 2014. Web. 24 Jan 2020.

Vancouver:

M Rk. Analysis of natural cooling of building using phase change materials;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Jan 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25426.

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

Council of Science Editors:

M Rk. Analysis of natural cooling of building using phase change materials;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25426

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


Anna University

7. Ravi kumar, M. Analysis of natural cooling of building using phase change materials; -.

Degree: Mechanical Engineering, 2014, Anna University

Natural cooling of building roof using Phase Change Materials is attempted Three kinds of roofs named as RCC WC and PCM are analysed numerically using… (more)

Subjects/Keywords: Mechanical Engineering; Building roof; Mechanical engineering; Natural cooling; Phase change materials; Reinforced cement concrete

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

APA (6th Edition):

Ravi kumar, M. (2014). Analysis of natural cooling of building using phase change materials; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25427

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):

Ravi kumar, M. “Analysis of natural cooling of building using phase change materials; -.” 2014. Thesis, Anna University. Accessed January 24, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/25427.

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

MLA Handbook (7th Edition):

Ravi kumar, M. “Analysis of natural cooling of building using phase change materials; -.” 2014. Web. 24 Jan 2020.

Vancouver:

Ravi kumar M. Analysis of natural cooling of building using phase change materials; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Jan 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25427.

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

Council of Science Editors:

Ravi kumar M. Analysis of natural cooling of building using phase change materials; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25427

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


Anna University

8. Ravi kumar, M. Analysis of natural cooling of building using phase change materials; -.

Degree: Mechanical Engineering, 2014, Anna University

Natural cooling of building roof using Phase Change Materials is attempted Three kinds of roofs named as RCC WC and PCM are analysed numerically using… (more)

Subjects/Keywords: Mechanical Engineering; Building roof; Mechanical engineering; Natural cooling; Phase change materials; Reinforced cement concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ravi kumar, M. (2014). Analysis of natural cooling of building using phase change materials; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25429

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):

Ravi kumar, M. “Analysis of natural cooling of building using phase change materials; -.” 2014. Thesis, Anna University. Accessed January 24, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/25429.

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

MLA Handbook (7th Edition):

Ravi kumar, M. “Analysis of natural cooling of building using phase change materials; -.” 2014. Web. 24 Jan 2020.

Vancouver:

Ravi kumar M. Analysis of natural cooling of building using phase change materials; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Jan 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25429.

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

Council of Science Editors:

Ravi kumar M. Analysis of natural cooling of building using phase change materials; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25429

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


Stellenbosch University

9. Olalusi, Oladimeji Benedict. Reliability assessment of shear design provisions for reinforced concrete beams with stirrups.

Degree: PhD, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: EN 1992-1-1: Design of concrete structures (EC2) has been accepted for adoption by South Africa to replace SANS 10100-1. EC2 shear design formulation… (more)

Subjects/Keywords: UCTD; Reinforced concrete  – Testing; Shear (Mechanics); Strength of materials; Engineering design  – Standards; Building  – Standards

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

APA (6th Edition):

Olalusi, O. B. (2018). Reliability assessment of shear design provisions for reinforced concrete beams with stirrups. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/104841

Chicago Manual of Style (16th Edition):

Olalusi, Oladimeji Benedict. “Reliability assessment of shear design provisions for reinforced concrete beams with stirrups.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed January 24, 2020. http://hdl.handle.net/10019.1/104841.

MLA Handbook (7th Edition):

Olalusi, Oladimeji Benedict. “Reliability assessment of shear design provisions for reinforced concrete beams with stirrups.” 2018. Web. 24 Jan 2020.

Vancouver:

Olalusi OB. Reliability assessment of shear design provisions for reinforced concrete beams with stirrups. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10019.1/104841.

Council of Science Editors:

Olalusi OB. Reliability assessment of shear design provisions for reinforced concrete beams with stirrups. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/104841


ETH Zürich

10. Jäggi, Stefan. Experimentelle und numerische Modellierung der lokalen Korrosion von Stahl in Beton unter besonderer Berücksichtigung der Temperaturabhängigkeit.

Degree: 2001, ETH Zürich

Subjects/Keywords: KORROSION DURCH WASSER ODER FEUCHTIGKEIT (MATERIALPRÜFUNG); HOCHTEMPERATURKORROSION (MATERIALPRÜFUNG); BETONSTÄHLE + BEWEHRUNGSNETZE, BEWEHRUNGSMATTEN (BAUSTOFFE); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); CORROSION BY WATER OR HUMIDITY (MATERIALS TESTING); HIGH TEMPERATURE CORROSION (MATERIALS TESTING); REINFORCING STEEL + REINFORCING MATS (BUILDING MATERIALS); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); info:eu-repo/classification/ddc/690; Buildings

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

APA (6th Edition):

Jäggi, S. (2001). Experimentelle und numerische Modellierung der lokalen Korrosion von Stahl in Beton unter besonderer Berücksichtigung der Temperaturabhängigkeit. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/145081

Chicago Manual of Style (16th Edition):

Jäggi, Stefan. “Experimentelle und numerische Modellierung der lokalen Korrosion von Stahl in Beton unter besonderer Berücksichtigung der Temperaturabhängigkeit.” 2001. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/145081.

MLA Handbook (7th Edition):

Jäggi, Stefan. “Experimentelle und numerische Modellierung der lokalen Korrosion von Stahl in Beton unter besonderer Berücksichtigung der Temperaturabhängigkeit.” 2001. Web. 24 Jan 2020.

Vancouver:

Jäggi S. Experimentelle und numerische Modellierung der lokalen Korrosion von Stahl in Beton unter besonderer Berücksichtigung der Temperaturabhängigkeit. [Internet] [Doctoral dissertation]. ETH Zürich; 2001. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/145081.

Council of Science Editors:

Jäggi S. Experimentelle und numerische Modellierung der lokalen Korrosion von Stahl in Beton unter besonderer Berücksichtigung der Temperaturabhängigkeit. [Doctoral Dissertation]. ETH Zürich; 2001. Available from: http://hdl.handle.net/20.500.11850/145081


ETH Zürich

11. Pfyl, Thomas. Tragverhalten von Stahlfaserbeton.

Degree: 2003, ETH Zürich

Subjects/Keywords: STAHLFASERBETON (BAUSTOFFE); BRUCH, BRUCHGEFÜGE, BRUCHFESTIGKEIT (MATERIALPRÜFUNG); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); VERBUNDVERHALTEN VON BEWEHRUNG UND BETON (BAUSTOFFE); RISSE (BAUSTOFFE); BIEGEFESTIGKEIT (ELASTOMECHANIK); STEEL FIBRE REINFORCED CONCRETE (BUILDING MATERIALS); FRACTURE, FRACTURE MECHANICS (MATERIALS TESTING); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); BOND PERFORMANCE OF REINFORCEMENT AND CONCRETE (BUILDING MATERIALS); CRACKS (BUILDING MATERIALS); BENDING STRENGTH (ELASTOMECHANICS); info:eu-repo/classification/ddc/690; Buildings

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

APA (6th Edition):

Pfyl, T. (2003). Tragverhalten von Stahlfaserbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/147285

Chicago Manual of Style (16th Edition):

Pfyl, Thomas. “Tragverhalten von Stahlfaserbeton.” 2003. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/147285.

MLA Handbook (7th Edition):

Pfyl, Thomas. “Tragverhalten von Stahlfaserbeton.” 2003. Web. 24 Jan 2020.

Vancouver:

Pfyl T. Tragverhalten von Stahlfaserbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2003. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/147285.

Council of Science Editors:

Pfyl T. Tragverhalten von Stahlfaserbeton. [Doctoral Dissertation]. ETH Zürich; 2003. Available from: http://hdl.handle.net/20.500.11850/147285


Ryerson University

12. Wahed, Iqbal. Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete.

Degree: 2016, Ryerson University

 This research concentrated on high strength Fiber Reinforced Concrete (FRC) with polyethylene fibers. Four different FRC mixtures having different dosage of superplasticizer and fiber contents… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Testing; Composite materials; Fibrous composites; Reinforced concrete construction

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

APA (6th Edition):

Wahed, I. (2016). Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5120

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):

Wahed, Iqbal. “Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete.” 2016. Thesis, Ryerson University. Accessed January 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5120.

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

MLA Handbook (7th Edition):

Wahed, Iqbal. “Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete.” 2016. Web. 24 Jan 2020.

Vancouver:

Wahed I. Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Jan 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5120.

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

Council of Science Editors:

Wahed I. Influence of polyethylene fiber and super plasticizer on the properties of fiber reinforced concrete. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5120

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


ETH Zürich

13. Brem, Martin. Numerische Modellierung der Korrosion in Stahlbetonbauten: Anwendung der Boundary Element Methode.

Degree: 2004, ETH Zürich

Subjects/Keywords: STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); BETONBEWEHRUNG (BAUSTOFFE); KORROSIONSBESTÄNDIGKEIT (MATERIALPRÜFUNG); KORROSIONSPRÜFUNG (MATERIALPRÜFUNG); NUMERISCHE SIMULATION UND MATHEMATISCHE MODELLRECHNUNG; RANDELEMENTMETHODE (NUMERISCHE MATHEMATIK); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); CONCRETE REINFORCEMENT (BUILDING MATERIALS); CORROSION, RESISTANCE TO ATTACK (MATERIALS TESTING); CORROSION TESTING (MATERIALS TESTING); NUMERICAL SIMULATION AND MATHEMATICAL MODELING; BOUNDARY ELEMENT METHOD (NUMERICAL MATHEMATICS); info:eu-repo/classification/ddc/690; info:eu-repo/classification/ddc/620; Buildings; Engineering & allied operations

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

APA (6th Edition):

Brem, M. (2004). Numerische Modellierung der Korrosion in Stahlbetonbauten: Anwendung der Boundary Element Methode. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/148158

Chicago Manual of Style (16th Edition):

Brem, Martin. “Numerische Modellierung der Korrosion in Stahlbetonbauten: Anwendung der Boundary Element Methode.” 2004. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/148158.

MLA Handbook (7th Edition):

Brem, Martin. “Numerische Modellierung der Korrosion in Stahlbetonbauten: Anwendung der Boundary Element Methode.” 2004. Web. 24 Jan 2020.

Vancouver:

Brem M. Numerische Modellierung der Korrosion in Stahlbetonbauten: Anwendung der Boundary Element Methode. [Internet] [Doctoral dissertation]. ETH Zürich; 2004. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/148158.

Council of Science Editors:

Brem M. Numerische Modellierung der Korrosion in Stahlbetonbauten: Anwendung der Boundary Element Methode. [Doctoral Dissertation]. ETH Zürich; 2004. Available from: http://hdl.handle.net/20.500.11850/148158


McGill University

14. Sun, Minhui. A study of precast reinforced concrete skeleton for low-cost housing.

Degree: M. Arch., School of Architecture., 1991, McGill University

This thesis is a survey of the precast reinforced concrete skeleton system used in low-cost housing (SPCSS), which has widely spread to different areas of… (more)

Subjects/Keywords: Precast concrete; Reinforced concrete; Building

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

APA (6th Edition):

Sun, M. (1991). A study of precast reinforced concrete skeleton for low-cost housing. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile61221.pdf

Chicago Manual of Style (16th Edition):

Sun, Minhui. “A study of precast reinforced concrete skeleton for low-cost housing.” 1991. Masters Thesis, McGill University. Accessed January 24, 2020. http://digitool.library.mcgill.ca/thesisfile61221.pdf.

MLA Handbook (7th Edition):

Sun, Minhui. “A study of precast reinforced concrete skeleton for low-cost housing.” 1991. Web. 24 Jan 2020.

Vancouver:

Sun M. A study of precast reinforced concrete skeleton for low-cost housing. [Internet] [Masters thesis]. McGill University; 1991. [cited 2020 Jan 24]. Available from: http://digitool.library.mcgill.ca/thesisfile61221.pdf.

Council of Science Editors:

Sun M. A study of precast reinforced concrete skeleton for low-cost housing. [Masters Thesis]. McGill University; 1991. Available from: http://digitool.library.mcgill.ca/thesisfile61221.pdf


Queensland University of Technology

15. Cruz, Arturo. Re-strengthening Brisbane City Hall : a case study of heritage engineering.

Degree: 2013, Queensland University of Technology

 Upgrading old buildings with the evolution of building requirements, this project investigates new approaches that can be applied to strengthen our own heritage buildings using… (more)

Subjects/Keywords: Heritage building; Reinforced concrete; Building restortion; Structural strengthening; Brisbane City Hall

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APA (6th Edition):

Cruz, A. (2013). Re-strengthening Brisbane City Hall : a case study of heritage engineering. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/64727/

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):

Cruz, Arturo. “Re-strengthening Brisbane City Hall : a case study of heritage engineering.” 2013. Thesis, Queensland University of Technology. Accessed January 24, 2020. https://eprints.qut.edu.au/64727/.

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

MLA Handbook (7th Edition):

Cruz, Arturo. “Re-strengthening Brisbane City Hall : a case study of heritage engineering.” 2013. Web. 24 Jan 2020.

Vancouver:

Cruz A. Re-strengthening Brisbane City Hall : a case study of heritage engineering. [Internet] [Thesis]. Queensland University of Technology; 2013. [cited 2020 Jan 24]. Available from: https://eprints.qut.edu.au/64727/.

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

Council of Science Editors:

Cruz A. Re-strengthening Brisbane City Hall : a case study of heritage engineering. [Thesis]. Queensland University of Technology; 2013. Available from: https://eprints.qut.edu.au/64727/

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


Ryerson University

16. Sucic, Anto. Toward the use of high volume recycled concrete aggregate in new concrete production:.

Degree: 2013, Ryerson University

 This thesis reports the findings of a study carried out to determine the feasibility of using Recycled Concrete Aggregate (RCA) in the production of newly… (more)

Subjects/Keywords:  – Concrete – Aggregates (Building materials)  – Recycling – Concrete  – Mixing – Concrete  – Additives  – Testing;  – Concrete – Aggregates (Building materials)  – Recycling – Concrete  – Mixing – Concrete  – Additives  – Testing – -

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APA (6th Edition):

Sucic, A. (2013). Toward the use of high volume recycled concrete aggregate in new concrete production:. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2777

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):

Sucic, Anto. “Toward the use of high volume recycled concrete aggregate in new concrete production:.” 2013. Thesis, Ryerson University. Accessed January 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2777.

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

MLA Handbook (7th Edition):

Sucic, Anto. “Toward the use of high volume recycled concrete aggregate in new concrete production:.” 2013. Web. 24 Jan 2020.

Vancouver:

Sucic A. Toward the use of high volume recycled concrete aggregate in new concrete production:. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Jan 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2777.

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

Council of Science Editors:

Sucic A. Toward the use of high volume recycled concrete aggregate in new concrete production:. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2777

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


Ryerson University

17. Matin, Dylan James. Temperature and shrinkage cracking in reinforced concrete walls.

Degree: 2015, Ryerson University

Concrete cracking due to restrained thermal and shrinkage strain is a widespread problem that could happen to any structural element including base restrained walls. This… (more)

Subjects/Keywords: Concrete  – Expansion and contraction; Concrete  – Cracking; Reinforced concrete; Reinforced concrete construction; Building failures  – Prevention; Retaining walls

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

APA (6th Edition):

Matin, D. J. (2015). Temperature and shrinkage cracking in reinforced concrete walls. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A4402

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):

Matin, Dylan James. “Temperature and shrinkage cracking in reinforced concrete walls.” 2015. Thesis, Ryerson University. Accessed January 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A4402.

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

MLA Handbook (7th Edition):

Matin, Dylan James. “Temperature and shrinkage cracking in reinforced concrete walls.” 2015. Web. 24 Jan 2020.

Vancouver:

Matin DJ. Temperature and shrinkage cracking in reinforced concrete walls. [Internet] [Thesis]. Ryerson University; 2015. [cited 2020 Jan 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4402.

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

Council of Science Editors:

Matin DJ. Temperature and shrinkage cracking in reinforced concrete walls. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A4402

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


University of North Texas

18. Liu, Chuangwei. Electrodepostion of Iron Oxide on Steel Fiber for Improved Pullout Strength in Concrete.

Degree: 2014, University of North Texas

 Fiber-reinforced concrete (FRC) is nowadays extensively used in civil engineering throughout the world due to the composites of FRC can improve the toughness, flexural strength,… (more)

Subjects/Keywords: fiber-reinforced concrete; iron oxide; electrodeposition; Fiber-reinforced concrete.; Strength of materials.; Electroplating.; Ferric oxide.

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APA (6th Edition):

Liu, C. (2014). Electrodepostion of Iron Oxide on Steel Fiber for Improved Pullout Strength in Concrete. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc700033/

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):

Liu, Chuangwei. “Electrodepostion of Iron Oxide on Steel Fiber for Improved Pullout Strength in Concrete.” 2014. Thesis, University of North Texas. Accessed January 24, 2020. https://digital.library.unt.edu/ark:/67531/metadc700033/.

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

MLA Handbook (7th Edition):

Liu, Chuangwei. “Electrodepostion of Iron Oxide on Steel Fiber for Improved Pullout Strength in Concrete.” 2014. Web. 24 Jan 2020.

Vancouver:

Liu C. Electrodepostion of Iron Oxide on Steel Fiber for Improved Pullout Strength in Concrete. [Internet] [Thesis]. University of North Texas; 2014. [cited 2020 Jan 24]. Available from: https://digital.library.unt.edu/ark:/67531/metadc700033/.

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

Council of Science Editors:

Liu C. Electrodepostion of Iron Oxide on Steel Fiber for Improved Pullout Strength in Concrete. [Thesis]. University of North Texas; 2014. Available from: https://digital.library.unt.edu/ark:/67531/metadc700033/

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


Hong Kong University of Science and Technology

19. Li, Weiwen. Effect of shear span-to-effective depth ratio on behavior of RC beams strengthened in shear with externally bonded FRP composites.

Degree: 2015, Hong Kong University of Science and Technology

 The strengthening of deteriorated reinforced concrete (RC) structures with externally bonding fiber-reinforced polymer (EB-FRP) composites has become a popular method for upgrading structural performance over… (more)

Subjects/Keywords: Concrete beams ; Fiber-reinforced concrete ; Shear (Mechanics) ; Testing ; Strength of materials

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APA (6th Edition):

Li, W. (2015). Effect of shear span-to-effective depth ratio on behavior of RC beams strengthened in shear with externally bonded FRP composites. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-78868 ; https://doi.org/10.14711/thesis-b1514628 ; http://repository.ust.hk/ir/bitstream/1783.1-78868/1/th_redirect.html

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):

Li, Weiwen. “Effect of shear span-to-effective depth ratio on behavior of RC beams strengthened in shear with externally bonded FRP composites.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed January 24, 2020. http://repository.ust.hk/ir/Record/1783.1-78868 ; https://doi.org/10.14711/thesis-b1514628 ; http://repository.ust.hk/ir/bitstream/1783.1-78868/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Li, Weiwen. “Effect of shear span-to-effective depth ratio on behavior of RC beams strengthened in shear with externally bonded FRP composites.” 2015. Web. 24 Jan 2020.

Vancouver:

Li W. Effect of shear span-to-effective depth ratio on behavior of RC beams strengthened in shear with externally bonded FRP composites. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2020 Jan 24]. Available from: http://repository.ust.hk/ir/Record/1783.1-78868 ; https://doi.org/10.14711/thesis-b1514628 ; http://repository.ust.hk/ir/bitstream/1783.1-78868/1/th_redirect.html.

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

Council of Science Editors:

Li W. Effect of shear span-to-effective depth ratio on behavior of RC beams strengthened in shear with externally bonded FRP composites. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: http://repository.ust.hk/ir/Record/1783.1-78868 ; https://doi.org/10.14711/thesis-b1514628 ; http://repository.ust.hk/ir/bitstream/1783.1-78868/1/th_redirect.html

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


ETH Zürich

20. Jäger, Thomas. Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten.

Degree: 2007, ETH Zürich

Subjects/Keywords: BETONPLATTEN (BAUSTATIK); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATISCHE MODELLE (BAUSTATIK); QUERKRÄFTE + QUERKRAFTLINIEN (BAUSTATIK); VERFORMUNGSBERECHNUNGEN (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL MODELS (STRUCTURAL ANALYSIS); SHEAR FORCES + SHEAR FORCES DIAGRAMS (STRUCTURAL ANALYSIS); CALCULATION OF STRAIN, DEFORMATION (STRUCTURAL ANALYSIS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Jäger, T. (2007). Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/150177

Chicago Manual of Style (16th Edition):

Jäger, Thomas. “Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten.” 2007. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/150177.

MLA Handbook (7th Edition):

Jäger, Thomas. “Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten.” 2007. Web. 24 Jan 2020.

Vancouver:

Jäger T. Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten. [Internet] [Doctoral dissertation]. ETH Zürich; 2007. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/150177.

Council of Science Editors:

Jäger T. Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten. [Doctoral Dissertation]. ETH Zürich; 2007. Available from: http://hdl.handle.net/20.500.11850/150177

21. Mpalaskas, Anastatios. Development of a methodology for evaluating the structural integrity of reinforced concrete elements and other building materials.

Degree: 2016, University of Ioannina; Πανεπιστήμιο Ιωαννίνων

Concrete structures are the basis of contemporary technical civilization. They support transportation, storage of goods and shelter humans in large numbers. Despite their endurance, they… (more)

Subjects/Keywords: Δομική ακεραιότητα στοιχείων από οπλισμένο σκυρόδεμα; Δομικά υλικά; Σκυρόδεμα; Ακουστική εκπομπή; Υπέρηχος; Μη καταστρεπτικός έλεγχος δομικών υλικών; Structural integrity of reinforced concrete elements; Building materials; Concrete; Acoustic emission; Ultrasound; Nondestructive evaluation of building materials

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APA (6th Edition):

Mpalaskas, A. (2016). Development of a methodology for evaluating the structural integrity of reinforced concrete elements and other building materials. (Thesis). University of Ioannina; Πανεπιστήμιο Ιωαννίνων. Retrieved from http://hdl.handle.net/10442/hedi/43230

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):

Mpalaskas, Anastatios. “Development of a methodology for evaluating the structural integrity of reinforced concrete elements and other building materials.” 2016. Thesis, University of Ioannina; Πανεπιστήμιο Ιωαννίνων. Accessed January 24, 2020. http://hdl.handle.net/10442/hedi/43230.

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

MLA Handbook (7th Edition):

Mpalaskas, Anastatios. “Development of a methodology for evaluating the structural integrity of reinforced concrete elements and other building materials.” 2016. Web. 24 Jan 2020.

Vancouver:

Mpalaskas A. Development of a methodology for evaluating the structural integrity of reinforced concrete elements and other building materials. [Internet] [Thesis]. University of Ioannina; Πανεπιστήμιο Ιωαννίνων; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10442/hedi/43230.

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

Council of Science Editors:

Mpalaskas A. Development of a methodology for evaluating the structural integrity of reinforced concrete elements and other building materials. [Thesis]. University of Ioannina; Πανεπιστήμιο Ιωαννίνων; 2016. Available from: http://hdl.handle.net/10442/hedi/43230

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


Ryerson University

22. Mak, Chratien. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.

Degree: 2011, Ryerson University

 Glass fibre reinforced polymer (GFRP) reinforcements are a viable replacement for corroding steel rebars. GFRP rebar tension lap splices combined with ultra high performance concrete(more)

Subjects/Keywords: Composite-reinforced concrete  – Testing; Fiber-reinforced concrete  – Testing; Reinforced concrete  – Testing; Reinforcing bars  – Fatigue; Reinforced concrete construction  – Fatigue; Composite materials  – Delamination  – Testing

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APA (6th Edition):

Mak, C. (2011). Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1581

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):

Mak, Chratien. “Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.” 2011. Thesis, Ryerson University. Accessed January 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1581.

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

MLA Handbook (7th Edition):

Mak, Chratien. “Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete.” 2011. Web. 24 Jan 2020.

Vancouver:

Mak C. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Jan 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1581.

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

Council of Science Editors:

Mak C. Experimental and Theoretical Investigation of Glass Fibre Reinforced Polymer Tension Lap Splices in Ultra High Performance Concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1581

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


Ryerson University

23. Maguire, Bradley. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.

Degree: 2013, Ryerson University

 Recently in Quebec Canada, concrete structures suffered very rapid deterioration within 3 to 5 years of construction. The deterioration was caused by an iron sulfide,… (more)

Subjects/Keywords: Concrete  – Deterioration; Aggregates (Building materials); Pyrrhotite

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APA (6th Edition):

Maguire, B. (2013). Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2330

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):

Maguire, Bradley. “Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.” 2013. Thesis, Ryerson University. Accessed January 24, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2330.

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

MLA Handbook (7th Edition):

Maguire, Bradley. “Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development.” 2013. Web. 24 Jan 2020.

Vancouver:

Maguire B. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Jan 24]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2330.

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

Council of Science Editors:

Maguire B. Deterioration Caused By Sulfide-Bearing Aggregates: Performance Test Development. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2330

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

24. Yang, Weiran. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.

Degree: 2016, University of Tennessee – Chattanooga

 Crushing concrete to bring the aggregates back to be used for concrete structures is a process of creating recycled aggregate (RA). Recycled aggregate concrete (RAC)… (more)

Subjects/Keywords: Aggregates (Building materials)  – Testing; Concrete  – Additives

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APA (6th Edition):

Yang, W. (2016). Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/449

Chicago Manual of Style (16th Edition):

Yang, Weiran. “Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.” 2016. Masters Thesis, University of Tennessee – Chattanooga. Accessed January 24, 2020. https://scholar.utc.edu/theses/449.

MLA Handbook (7th Edition):

Yang, Weiran. “Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity.” 2016. Web. 24 Jan 2020.

Vancouver:

Yang W. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2016. [cited 2020 Jan 24]. Available from: https://scholar.utc.edu/theses/449.

Council of Science Editors:

Yang W. Modeling recycled aggregate concrete crack by extended finite element method and concrete damage plasiticity. [Masters Thesis]. University of Tennessee – Chattanooga; 2016. Available from: https://scholar.utc.edu/theses/449


Rutgers University

25. Wang, Jian, 1987-. Fracture modeling of asphalt concrete with heterogeneous microstructure.

Degree: MS, Civil and Environmental Engineering, 2015, Rutgers University

 Understanding fracture resistance of asphalt concrete is of great importance in designing pavements with long service life. This thesis focused on studying the micro and… (more)

Subjects/Keywords: Asphalt concrete; Aggregates (Building materials); Fracture mechanics

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

APA (6th Edition):

Wang, Jian, 1. (2015). Fracture modeling of asphalt concrete with heterogeneous microstructure. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/46453/

Chicago Manual of Style (16th Edition):

Wang, Jian, 1987-. “Fracture modeling of asphalt concrete with heterogeneous microstructure.” 2015. Masters Thesis, Rutgers University. Accessed January 24, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/46453/.

MLA Handbook (7th Edition):

Wang, Jian, 1987-. “Fracture modeling of asphalt concrete with heterogeneous microstructure.” 2015. Web. 24 Jan 2020.

Vancouver:

Wang, Jian 1. Fracture modeling of asphalt concrete with heterogeneous microstructure. [Internet] [Masters thesis]. Rutgers University; 2015. [cited 2020 Jan 24]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/46453/.

Council of Science Editors:

Wang, Jian 1. Fracture modeling of asphalt concrete with heterogeneous microstructure. [Masters Thesis]. Rutgers University; 2015. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/46453/


Michigan State University

26. Price, Harold R. An experimental study of the effect on concrete of heating aggregates to high temperatures.

Degree: B.S., 1933, Michigan State University

Subjects/Keywords: Concrete; Building materials

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

APA (6th Edition):

Price, H. R. (1933). An experimental study of the effect on concrete of heating aggregates to high temperatures. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13314

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):

Price, Harold R. “An experimental study of the effect on concrete of heating aggregates to high temperatures.” 1933. Thesis, Michigan State University. Accessed January 24, 2020. http://etd.lib.msu.edu/islandora/object/etd:13314.

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

MLA Handbook (7th Edition):

Price, Harold R. “An experimental study of the effect on concrete of heating aggregates to high temperatures.” 1933. Web. 24 Jan 2020.

Vancouver:

Price HR. An experimental study of the effect on concrete of heating aggregates to high temperatures. [Internet] [Thesis]. Michigan State University; 1933. [cited 2020 Jan 24]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13314.

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

Council of Science Editors:

Price HR. An experimental study of the effect on concrete of heating aggregates to high temperatures. [Thesis]. Michigan State University; 1933. Available from: http://etd.lib.msu.edu/islandora/object/etd:13314

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


Florida Atlantic University

27. Grijalba, Daniel A. Centrally prestressed fiber reinforced concrete columns.

Degree: M.S.C.S., 2011, Florida Atlantic University

Summary: With the need to improve corrosion resistance in columns and piles, the innovative idea of Centrally Prestressed Fiber Reinforced Concrete (CPFRC) columns is a… (more)

Subjects/Keywords: Prestressed concrete construction; Strength of materials; Composite reinforced concrete; Concrete – Chemical resistance

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

APA (6th Edition):

Grijalba, D. A. (2011). Centrally prestressed fiber reinforced concrete columns. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/FAU/3332253

Chicago Manual of Style (16th Edition):

Grijalba, Daniel A. “Centrally prestressed fiber reinforced concrete columns.” 2011. Masters Thesis, Florida Atlantic University. Accessed January 24, 2020. http://purl.flvc.org/FAU/3332253.

MLA Handbook (7th Edition):

Grijalba, Daniel A. “Centrally prestressed fiber reinforced concrete columns.” 2011. Web. 24 Jan 2020.

Vancouver:

Grijalba DA. Centrally prestressed fiber reinforced concrete columns. [Internet] [Masters thesis]. Florida Atlantic University; 2011. [cited 2020 Jan 24]. Available from: http://purl.flvc.org/FAU/3332253.

Council of Science Editors:

Grijalba DA. Centrally prestressed fiber reinforced concrete columns. [Masters Thesis]. Florida Atlantic University; 2011. Available from: http://purl.flvc.org/FAU/3332253


Anna University

28. Vijayakumar, A. Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -.

Degree: Civil Engineering, 2014, Anna University

Coimbatore is a fast growing city in India which is located in seismic Zone III based on the IS 1893 Part I 2002 and base… (more)

Subjects/Keywords: Civil engineering; Glass fiber reinforced polymer; Reinforced concrete building; Retrofitting techniques; Seismic evaluation

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

APA (6th Edition):

Vijayakumar, A. (2014). Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22867

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):

Vijayakumar, A. “Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -.” 2014. Thesis, Anna University. Accessed January 24, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22867.

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

MLA Handbook (7th Edition):

Vijayakumar, A. “Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -.” 2014. Web. 24 Jan 2020.

Vancouver:

Vijayakumar A. Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Jan 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22867.

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

Council of Science Editors:

Vijayakumar A. Seismic evaluation and appraisal of retrofitting techniques to reinforced concrete buildings; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22867

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


University of Johannesburg

29. Krijnauw, Pieter. Die skuifsterkte van gewapende beton.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

The shear strength of a concrete structure is usually determined in practice in accordance with the applicable national concrete design code. Calculation… (more)

Subjects/Keywords: Reinforced concrete.; Reinforced concrete construction.

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APA (6th Edition):

Krijnauw, P. (2014). Die skuifsterkte van gewapende beton. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9263

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):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Thesis, University of Johannesburg. Accessed January 24, 2020. http://hdl.handle.net/10210/9263.

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

MLA Handbook (7th Edition):

Krijnauw, Pieter. “Die skuifsterkte van gewapende beton.” 2014. Web. 24 Jan 2020.

Vancouver:

Krijnauw P. Die skuifsterkte van gewapende beton. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10210/9263.

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

Council of Science Editors:

Krijnauw P. Die skuifsterkte van gewapende beton. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9263

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

30. Gaspar, André Poças. Construção de edifícios de habitação em Light Steel Framing : alternativa viável à construção tradicional.

Degree: 2013, Repositório Científico Lusófona

Ao longo do seculo XX o betão armado foi ganhando espaço na construção portuguesa como o principal material para uso estrutural. Este espalhou-se a todos… (more)

Subjects/Keywords: ARQUITETURA; ARCHITECTURE; BETÃO ARMADO; REINFORCED CONCRETE; MATERIAIS DE CONSTRUÇÃO; BUILDING MATERIALS; SUSTENTABILIDADE; SUSTAINABILITY; QUALIDADE DE VIDA; QUALITY OF LIFE; MESTRADO EM ARQUITETURA

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

APA (6th Edition):

Gaspar, A. P. (2013). Construção de edifícios de habitação em Light Steel Framing : alternativa viável à construção tradicional. (Thesis). Repositório Científico Lusófona. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:recil.grupolusofona.pt:10437/4976

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):

Gaspar, André Poças. “Construção de edifícios de habitação em Light Steel Framing : alternativa viável à construção tradicional.” 2013. Thesis, Repositório Científico Lusófona. Accessed January 24, 2020. https://www.rcaap.pt/detail.jsp?id=oai:recil.grupolusofona.pt:10437/4976.

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

MLA Handbook (7th Edition):

Gaspar, André Poças. “Construção de edifícios de habitação em Light Steel Framing : alternativa viável à construção tradicional.” 2013. Web. 24 Jan 2020.

Vancouver:

Gaspar AP. Construção de edifícios de habitação em Light Steel Framing : alternativa viável à construção tradicional. [Internet] [Thesis]. Repositório Científico Lusófona; 2013. [cited 2020 Jan 24]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recil.grupolusofona.pt:10437/4976.

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

Council of Science Editors:

Gaspar AP. Construção de edifícios de habitação em Light Steel Framing : alternativa viável à construção tradicional. [Thesis]. Repositório Científico Lusófona; 2013. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recil.grupolusofona.pt:10437/4976

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

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