Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Shear in beams with GFRP). Showing records 1 – 30 of 99926 total matches.

[1] [2] [3] [4] [5] … [3331]

Search Limiters

Last 2 Years | English Only

Degrees

Languages

Country

▼ Search Limiters

1. Micali, Roberto Mauricio. Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo.

Degree: Mestrado, Projeto Mecânico, 2010, University of São Paulo

Este trabalho analisou o comportamento estrutural de polímeros reforçados com fibra de vidro - PRFV em elementos pré-moldados de concreto, com aplicações específicas em vigas… (more)

Subjects/Keywords: Cisalhamento em vigas com GFRP; Concrete beams reinforced with GFRP; FRP; FRP; GFRP; GFRP; Shear in beams with GFRP; Vigas de concreto armado com GFRP

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Micali, R. M. (2010). Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;

Chicago Manual of Style (16th Edition):

Micali, Roberto Mauricio. “Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo.” 2010. Masters Thesis, University of São Paulo. Accessed October 16, 2019. http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;.

MLA Handbook (7th Edition):

Micali, Roberto Mauricio. “Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo.” 2010. Web. 16 Oct 2019.

Vancouver:

Micali RM. Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2019 Oct 16]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;.

Council of Science Editors:

Micali RM. Análise teórica de vigas pré-moldadas de concreto com armadura de aço e de polímero reforçado com fibra de vidro em meio altamente agressivo. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/18/18146/tde-12072010-155426/ ;


University of Manitoba

2. Mahmoud, Karam Abdou Awad. Shear behaviour of continuous concrete beams reinforced with GFRP bars.

Degree: Civil Engineering, 2015, University of Manitoba

 Continuous beams represent main structural elements in most reinforced concrete (RC) structures such as parking garages and overpass bridges. Deterioration of such structures due to… (more)

Subjects/Keywords: Shear strength; Moment redistribution; Continuous beams; High strength concrete; GFRP bars; GFRP stirrups; Size effect

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mahmoud, K. A. A. (2015). Shear behaviour of continuous concrete beams reinforced with GFRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30951

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):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/30951.

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

MLA Handbook (7th Edition):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Web. 16 Oct 2019.

Vancouver:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/30951.

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

Council of Science Editors:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30951

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


University of Waterloo

3. Tedford, Timothy. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.

Degree: 2019, University of Waterloo

 Glass fibre-reinforced polymers (GFRP) are being used as longitudinal and shear reinforcement in specialized concrete applications. GFRP products are designed as direct replacements for conventional… (more)

Subjects/Keywords: concrete mechanics; concrete; GFRP; slender beams; experimental

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tedford, T. (2019). Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15081

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):

Tedford, Timothy. “Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.” 2019. Thesis, University of Waterloo. Accessed October 16, 2019. http://hdl.handle.net/10012/15081.

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

MLA Handbook (7th Edition):

Tedford, Timothy. “Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP.” 2019. Web. 16 Oct 2019.

Vancouver:

Tedford T. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10012/15081.

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

Council of Science Editors:

Tedford T. Experimental Investigation of the Shear Behaviour of Slender Concrete Beams Reinforced with GFRP. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15081

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


University of Waterloo

4. Krall, Martin. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.

Degree: 2014, University of Waterloo

 This thesis is a summary of research on the use of glass fibre reinforced polymer (GFRP) bars and stirrups as internal reinforcement for concrete beams.… (more)

Subjects/Keywords: concrete beam; concrete beams; GFRP; glass fiber reinforced polymer; glass fibre reinforced polymer; FRP; fiber reinforced polymer; fibre reinforced polymer; shear reinforcement; shear reinforcements; stirrup; stirrups; strut; tie; strut and tie; brittle reinforcement; brittle reinforcements; bend strength; shear; deep beam; deep beams; shear compression; strut crushing; indeterminate strut and tie; softening coefficient; softening coefficients

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Krall, M. (2014). Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9003

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):

Krall, Martin. “Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.” 2014. Thesis, University of Waterloo. Accessed October 16, 2019. http://hdl.handle.net/10012/9003.

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

MLA Handbook (7th Edition):

Krall, Martin. “Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.” 2014. Web. 16 Oct 2019.

Vancouver:

Krall M. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. [Internet] [Thesis]. University of Waterloo; 2014. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10012/9003.

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

Council of Science Editors:

Krall M. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. [Thesis]. University of Waterloo; 2014. Available from: http://hdl.handle.net/10012/9003

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


Brno University of Technology

5. Macháček, Jan. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .

Degree: 2019, Brno University of Technology

 Diplomová práce se zabývá problematikou návrhu betonových konstrukcí vyztužených FRP dle předpisů ACI, fib, CSA a EC2, které jsou namáhány posouvající silou. Byly popsány rozdíly… (more)

Subjects/Keywords: FRP; nekovová výztuž; GFRP; CFRP; B500B; posouvající síla; smyk; prvky se smykovou výztuží; prvky bez smykové výztuže; ohyb; monolitická stropní deska; protlačení.; FRP; non-metal reinforcement; GFRP; CFRP; steel rebar; shear force; shear; elements with shear reinforcement; elements without shear reinforcement; bending; cast-inplace floor slab; punching shear.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Macháček, J. (2019). Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137519

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):

Macháček, Jan. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .” 2019. Thesis, Brno University of Technology. Accessed October 16, 2019. http://hdl.handle.net/11012/137519.

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

MLA Handbook (7th Edition):

Macháček, Jan. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .” 2019. Web. 16 Oct 2019.

Vancouver:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/11012/137519.

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

Council of Science Editors:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137519

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


University of Manitoba

6. Mohamed, Ahmed. Behaviour of GFRP-RC continuous deep beams without web reinforcement.

Degree: Civil Engineering, 2019, University of Manitoba

 Steel-reinforced concrete (RC) deep beams are one of the major components in the superstructure of bridges, they are used for load distribution as transfer girders… (more)

Subjects/Keywords: Deep beams; STM; Arch action; GFRP; Headed-end; Continuous beams.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mohamed, A. (2019). Behaviour of GFRP-RC continuous deep beams without web reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33874

Chicago Manual of Style (16th Edition):

Mohamed, Ahmed. “Behaviour of GFRP-RC continuous deep beams without web reinforcement.” 2019. Masters Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/33874.

MLA Handbook (7th Edition):

Mohamed, Ahmed. “Behaviour of GFRP-RC continuous deep beams without web reinforcement.” 2019. Web. 16 Oct 2019.

Vancouver:

Mohamed A. Behaviour of GFRP-RC continuous deep beams without web reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2019. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/33874.

Council of Science Editors:

Mohamed A. Behaviour of GFRP-RC continuous deep beams without web reinforcement. [Masters Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/33874


Utah State University

7. Syndergaard, Parker. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.

Degree: MS, Civil and Environmental Engineering, 2018, Utah State University

  Precast concrete sandwich wall panels (PCSWPs) have been used in the precast industry for decades due to their durability, rapid construction, and thermal efficiency.… (more)

Subjects/Keywords: Sandwich; Panel; Shear; Connector; GFRP; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Syndergaard, P. (2018). Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/7002

Chicago Manual of Style (16th Edition):

Syndergaard, Parker. “Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.” 2018. Masters Thesis, Utah State University. Accessed October 16, 2019. https://digitalcommons.usu.edu/etd/7002.

MLA Handbook (7th Edition):

Syndergaard, Parker. “Comparing Sandwich Wall Panel Shear Connector Testing Methodologies.” 2018. Web. 16 Oct 2019.

Vancouver:

Syndergaard P. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. [Internet] [Masters thesis]. Utah State University; 2018. [cited 2019 Oct 16]. Available from: https://digitalcommons.usu.edu/etd/7002.

Council of Science Editors:

Syndergaard P. Comparing Sandwich Wall Panel Shear Connector Testing Methodologies. [Masters Thesis]. Utah State University; 2018. Available from: https://digitalcommons.usu.edu/etd/7002


University of Windsor

8. Abdelaal, Amr Alaa. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.

Degree: MA, Civil and Environmental Engineering, 2017, University of Windsor

 Precast prestressed hollow core (PHC) slabs are widely used as floor deck systems. However, as extrusion is the most widely adopted manufacturing technique of PHC… (more)

Subjects/Keywords: GFRP; Prestressed Hollow Core Slabs; Shear Strengthening

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abdelaal, A. A. (2017). Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7340

Chicago Manual of Style (16th Edition):

Abdelaal, Amr Alaa. “Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.” 2017. Masters Thesis, University of Windsor. Accessed October 16, 2019. https://scholar.uwindsor.ca/etd/7340.

MLA Handbook (7th Edition):

Abdelaal, Amr Alaa. “Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.” 2017. Web. 16 Oct 2019.

Vancouver:

Abdelaal AA. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. [Internet] [Masters thesis]. University of Windsor; 2017. [cited 2019 Oct 16]. Available from: https://scholar.uwindsor.ca/etd/7340.

Council of Science Editors:

Abdelaal AA. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. [Masters Thesis]. University of Windsor; 2017. Available from: https://scholar.uwindsor.ca/etd/7340

9. Santos, Pedro Miguel Franco Castro dos. Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP.

Degree: 2010, Universidade da Madeira

O crescente interesse por parte da engenharia civil, nos aspectos de durabilidade das estruturas de betão, sobretudo no fenómeno de corrosão nos varões de aço,… (more)

Subjects/Keywords: Varões de fibra de vidro (GFRP); Vigas; Flexão; Ductilidade; Confinamento; Redistribuição de esforços; Deformação; Abertura de fendas; Fiber Glass (GFRP) roads; Beams; Flexural; Ductility; Confinement; Stress distribution; Deformation; Crack with; Engenharia Civil; .; Faculdade de Ciências Exatas e de Engenharia; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Santos, P. M. F. C. d. (2010). Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP. (Thesis). Universidade da Madeira. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668

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):

Santos, Pedro Miguel Franco Castro dos. “Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP.” 2010. Thesis, Universidade da Madeira. Accessed October 16, 2019. http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668.

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

MLA Handbook (7th Edition):

Santos, Pedro Miguel Franco Castro dos. “Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP.” 2010. Web. 16 Oct 2019.

Vancouver:

Santos PMFCd. Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP. [Internet] [Thesis]. Universidade da Madeira; 2010. [cited 2019 Oct 16]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668.

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

Council of Science Editors:

Santos PMFCd. Avaliação experimental do comportamento de vigas contínuas com secção em T de betão armado com varões de GFRP. [Thesis]. Universidade da Madeira; 2010. Available from: http://www.rcaap.pt/detail.jsp?id=oai:digituma.uma.pt:10400.13/1668

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


University of Waterloo

10. Azam, Rizwan. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.

Degree: 2010, University of Waterloo

 This thesis discusses the results of an experimental program designed to investigate the effect of corrosion on the behaviour of shear critical reinforced concrete (RC)… (more)

Subjects/Keywords: Corrosion; Shear; Reinforced Concrete; Beams

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Azam, R. (2010). Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/5534

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):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Thesis, University of Waterloo. Accessed October 16, 2019. http://hdl.handle.net/10012/5534.

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

MLA Handbook (7th Edition):

Azam, Rizwan. “Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement.” 2010. Web. 16 Oct 2019.

Vancouver:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Internet] [Thesis]. University of Waterloo; 2010. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10012/5534.

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

Council of Science Editors:

Azam R. Behaviour of Shear Critical RC Beams with Corroded Longitudinal Steel Reinforcement. [Thesis]. University of Waterloo; 2010. Available from: http://hdl.handle.net/10012/5534

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


University of Windsor

11. Alkatan, Jehad. FRP Shear Transfer Reinforcement for Composite Concrete Construction.

Degree: MA, Civil and Environmental Engineering, 2016, University of Windsor

 Composite precast concrete girders supporting cast-in-place slabs are widely used in Accelerated Bridge Construction. The steel reinforcement provided across the interface, to ensure full composite… (more)

Subjects/Keywords: Composite construction; Concrete joints; GFRP; Shear friction; Shear transfer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Alkatan, J. (2016). FRP Shear Transfer Reinforcement for Composite Concrete Construction. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/5792

Chicago Manual of Style (16th Edition):

Alkatan, Jehad. “FRP Shear Transfer Reinforcement for Composite Concrete Construction.” 2016. Masters Thesis, University of Windsor. Accessed October 16, 2019. https://scholar.uwindsor.ca/etd/5792.

MLA Handbook (7th Edition):

Alkatan, Jehad. “FRP Shear Transfer Reinforcement for Composite Concrete Construction.” 2016. Web. 16 Oct 2019.

Vancouver:

Alkatan J. FRP Shear Transfer Reinforcement for Composite Concrete Construction. [Internet] [Masters thesis]. University of Windsor; 2016. [cited 2019 Oct 16]. Available from: https://scholar.uwindsor.ca/etd/5792.

Council of Science Editors:

Alkatan J. FRP Shear Transfer Reinforcement for Composite Concrete Construction. [Masters Thesis]. University of Windsor; 2016. Available from: https://scholar.uwindsor.ca/etd/5792


University of Windsor

12. ALRUWAILI, MOFRHE S. Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures.

Degree: MA, Civil and Environmental Engineering, 2018, University of Windsor

 Composite construction in which precast girders and cast-in-place slabs are combined together is a widely used methodology especially in bridge construction. To maintain continuity at… (more)

Subjects/Keywords: Composite construction; Connections; GFRP; Push-off specimens; Shear friction; Shear transfer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

ALRUWAILI, M. S. (2018). Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7345

Chicago Manual of Style (16th Edition):

ALRUWAILI, MOFRHE S. “Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures.” 2018. Masters Thesis, University of Windsor. Accessed October 16, 2019. https://scholar.uwindsor.ca/etd/7345.

MLA Handbook (7th Edition):

ALRUWAILI, MOFRHE S. “Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures.” 2018. Web. 16 Oct 2019.

Vancouver:

ALRUWAILI MS. Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures. [Internet] [Masters thesis]. University of Windsor; 2018. [cited 2019 Oct 16]. Available from: https://scholar.uwindsor.ca/etd/7345.

Council of Science Editors:

ALRUWAILI MS. Shear Transfer Mechanism in FRP Reinforced Composite Concrete Structures. [Masters Thesis]. University of Windsor; 2018. Available from: https://scholar.uwindsor.ca/etd/7345

13. Tavares, Danusa Haick. Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP.

Degree: Mestrado, Estruturas, 2006, University of São Paulo

A substituição do aço pela armadura não metálica objetiva o aumento da durabilidade de estruturas sujeitas à corrosão e a campos eletromagnéticos. Mas, a inserção… (more)

Subjects/Keywords: armadura não metálica; concrete beams reinforced with FRP; flexão de vigas de GFRP; flexural behavior of FRP reinforced beams; FRP; FRP; GFRP; GFRP; non metallic reinforcement; vigas de concreto armadas com FRP

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tavares, D. H. (2006). Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;

Chicago Manual of Style (16th Edition):

Tavares, Danusa Haick. “Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP.” 2006. Masters Thesis, University of São Paulo. Accessed October 16, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;.

MLA Handbook (7th Edition):

Tavares, Danusa Haick. “Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP.” 2006. Web. 16 Oct 2019.

Vancouver:

Tavares DH. Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP. [Internet] [Masters thesis]. University of São Paulo; 2006. [cited 2019 Oct 16]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;.

Council of Science Editors:

Tavares DH. Análise teórica e experimental de vigas de concreto armadas com barras não metálicas de GFRP. [Masters Thesis]. University of São Paulo; 2006. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-105650/ ;


University of Ottawa

14. Phe, Pham Van. Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates .

Degree: 2018, University of Ottawa

 Glass Fiber-Reinforced Polymer (GFRP) plates offer a light-weight, corrosion-resistant and cost-effective alternative to steel plates for strengthening steel members. Typically, GFRP plates are bonded to… (more)

Subjects/Keywords: GFRP strengthening; steel beams; Lateral Torsional Buckling; Ultimate Moment Capacity; Preloaded beams; Failure modes

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Phe, P. V. (2018). Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37749

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):

Phe, Pham Van. “Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates .” 2018. Thesis, University of Ottawa. Accessed October 16, 2019. http://hdl.handle.net/10393/37749.

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

MLA Handbook (7th Edition):

Phe, Pham Van. “Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates .” 2018. Web. 16 Oct 2019.

Vancouver:

Phe PV. Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10393/37749.

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

Council of Science Editors:

Phe PV. Analysis of Steel Beams Strengthened with Adhesively - Bonded GFRP Plates . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37749

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

15. Moreira, Luís Sousa Pires de Campos. Experimental Reinforcement of Wood Beams.

Degree: 2013, Instituto Politécnico do Porto

Rehabilitation is becoming more and more usual in the construction sector in Portugal. The introduction of newer construction materials and technical know-how of integrating different… (more)

Subjects/Keywords: Beams; Wood modification; Reinforcement; Experimental; GFRP; Reforço; Madeira modificada; Flexão; PRFV

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Moreira, L. S. P. d. C. (2013). Experimental Reinforcement of Wood Beams. (Thesis). Instituto Politécnico do Porto. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988

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):

Moreira, Luís Sousa Pires de Campos. “Experimental Reinforcement of Wood Beams.” 2013. Thesis, Instituto Politécnico do Porto. Accessed October 16, 2019. https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988.

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

MLA Handbook (7th Edition):

Moreira, Luís Sousa Pires de Campos. “Experimental Reinforcement of Wood Beams.” 2013. Web. 16 Oct 2019.

Vancouver:

Moreira LSPdC. Experimental Reinforcement of Wood Beams. [Internet] [Thesis]. Instituto Politécnico do Porto; 2013. [cited 2019 Oct 16]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988.

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

Council of Science Editors:

Moreira LSPdC. Experimental Reinforcement of Wood Beams. [Thesis]. Instituto Politécnico do Porto; 2013. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5988

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

16. Traplsi, Abdelbaset Mahmoud. Combined NSM steel bars and externally bonded GFRP in strengthening T beams.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 Nowadays, using the technology of FRP strengthening has become acknowledged by engineers and has reached a full acceptance. However, researchers are always looking for improvement… (more)

Subjects/Keywords: NSM; Steel; Bars; Externally; GFRP; T Beams; Civil Engineering (0543)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Traplsi, A. M. (2013). Combined NSM steel bars and externally bonded GFRP in strengthening T beams. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15170

Chicago Manual of Style (16th Edition):

Traplsi, Abdelbaset Mahmoud. “Combined NSM steel bars and externally bonded GFRP in strengthening T beams.” 2013. Masters Thesis, Kansas State University. Accessed October 16, 2019. http://hdl.handle.net/2097/15170.

MLA Handbook (7th Edition):

Traplsi, Abdelbaset Mahmoud. “Combined NSM steel bars and externally bonded GFRP in strengthening T beams.” 2013. Web. 16 Oct 2019.

Vancouver:

Traplsi AM. Combined NSM steel bars and externally bonded GFRP in strengthening T beams. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/2097/15170.

Council of Science Editors:

Traplsi AM. Combined NSM steel bars and externally bonded GFRP in strengthening T beams. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15170


University of Bradford

17. Araba, Almahdi M. A. A. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.

Degree: PhD, 2017, University of Bradford

 An investigation on the application of hybrid glass fibre reinforced polymer (GFRP) and steel bars bars as longitudinal reinforcement for simple and continuous concrete beams(more)

Subjects/Keywords: Continuous members; Hybrid reinforcement; GFRP bars; Ductility; Moment redistribution; Concrete beams

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Araba, A. M. A. A. (2017). Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/16920

Chicago Manual of Style (16th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Doctoral Dissertation, University of Bradford. Accessed October 16, 2019. http://hdl.handle.net/10454/16920.

MLA Handbook (7th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Web. 16 Oct 2019.

Vancouver:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Internet] [Doctoral dissertation]. University of Bradford; 2017. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10454/16920.

Council of Science Editors:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Doctoral Dissertation]. University of Bradford; 2017. Available from: http://hdl.handle.net/10454/16920


North Carolina State University

18. Patrick, Jason Fredrick. Fundamental Characteristics of 3-D GFRP Pultruded Sandwich Panels.

Degree: MS, Civil Engineering, 2008, North Carolina State University

 This research presents the behavior of proposed 3-D glass fiber reinforced polymer (GFRP) pultruded sandwich panels designed to enhance the structural efficiency and to overcome… (more)

Subjects/Keywords: GFRP; Sandwich Panels; Flexure; Shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Patrick, J. F. (2008). Fundamental Characteristics of 3-D GFRP Pultruded Sandwich Panels. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/122

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):

Patrick, Jason Fredrick. “Fundamental Characteristics of 3-D GFRP Pultruded Sandwich Panels.” 2008. Thesis, North Carolina State University. Accessed October 16, 2019. http://www.lib.ncsu.edu/resolver/1840.16/122.

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

MLA Handbook (7th Edition):

Patrick, Jason Fredrick. “Fundamental Characteristics of 3-D GFRP Pultruded Sandwich Panels.” 2008. Web. 16 Oct 2019.

Vancouver:

Patrick JF. Fundamental Characteristics of 3-D GFRP Pultruded Sandwich Panels. [Internet] [Thesis]. North Carolina State University; 2008. [cited 2019 Oct 16]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/122.

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

Council of Science Editors:

Patrick JF. Fundamental Characteristics of 3-D GFRP Pultruded Sandwich Panels. [Thesis]. North Carolina State University; 2008. Available from: http://www.lib.ncsu.edu/resolver/1840.16/122

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


University of Manitoba

19. ElGendy, Mohammed. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.

Degree: Civil Engineering, 2014, University of Manitoba

 The use of fibre reinforced polymer (FRP) composites as an alternate to steel has proved to be an effective solution to the corrosion problem. However,… (more)

Subjects/Keywords: FRP; GFRP; edge; slab-column connection; punching; shear studs; flat plate; slab; shear; code equation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

ElGendy, M. (2014). Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24092

Chicago Manual of Style (16th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Masters Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/24092.

MLA Handbook (7th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Web. 16 Oct 2019.

Vancouver:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/24092.

Council of Science Editors:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24092

20. Saracoglu, Erhan. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.

Degree: 2011, , School of Engineering

  The importance of the number, size and location of cracks and how these conditions influence the mechanical properties of glulam beams have been investigated… (more)

Subjects/Keywords: Crack; FEM; Glulam beams; Shear strength

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Saracoglu, E. (2011). Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. (Thesis). , School of Engineering. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156

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):

Saracoglu, Erhan. “Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.” 2011. Thesis, , School of Engineering. Accessed October 16, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156.

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

MLA Handbook (7th Edition):

Saracoglu, Erhan. “Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams.” 2011. Web. 16 Oct 2019.

Vancouver:

Saracoglu E. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. [Internet] [Thesis]. , School of Engineering; 2011. [cited 2019 Oct 16]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156.

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

Council of Science Editors:

Saracoglu E. Finite-Element Simulations of the Influence of Cracks on the Strength of Glulam Beams. [Thesis]. , School of Engineering; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3156

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


University of Toronto

21. Caprara, Loreto Nicola. Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams.

Degree: 2012, University of Toronto

In 2011, Roger Xu (UToronto) carried out an experimental study to investigate shear reinforcement ratios required to cause crushing of diagonal struts in high-strength reinforced… (more)

Subjects/Keywords: Reinforced; Concrete; Maximum; Shear; Beams; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Caprara, L. N. (2012). Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33353

Chicago Manual of Style (16th Edition):

Caprara, Loreto Nicola. “Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed October 16, 2019. http://hdl.handle.net/1807/33353.

MLA Handbook (7th Edition):

Caprara, Loreto Nicola. “Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams.” 2012. Web. 16 Oct 2019.

Vancouver:

Caprara LN. Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1807/33353.

Council of Science Editors:

Caprara LN. Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33353


University of Bath

22. Gai, Xian. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.

Degree: PhD, 2012, University of Bath

 The concept of stay-in-place (SIP) structural formwork has the potential to simplify and accelerate the construction process to a great extent. Fibre-reinforced polymer (FRP) SIP… (more)

Subjects/Keywords: 624.18; GFRP dowels; moulded GFRP grating; ductility; FRP; stay-in-place; participating formwork; pultruded GFRP box section

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gai, X. (2012). Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617

Chicago Manual of Style (16th Edition):

Gai, Xian. “Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.” 2012. Doctoral Dissertation, University of Bath. Accessed October 16, 2019. https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

MLA Handbook (7th Edition):

Gai, Xian. “Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction.” 2012. Web. 16 Oct 2019.

Vancouver:

Gai X. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. [Internet] [Doctoral dissertation]. University of Bath; 2012. [cited 2019 Oct 16]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

Council of Science Editors:

Gai X. Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction. [Doctoral Dissertation]. University of Bath; 2012. Available from: https://researchportal.bath.ac.uk/en/studentthesis/fibre-reinforced-polymer-frp-stayinplace-sip-participating-formwork-for-new-construction(64eec20d-64ac-40e5-afb3-dec22e1d2ecf).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617


University of Manitoba

23. El-Mogy, Mostafa. Behaviour of continuous concrete beams reinforced with FRP bars.

Degree: Civil Engineering, 2011, University of Manitoba

 The non-corrodible nature of FRP bars along with their high strength, light weight and ease of installation made it attractive as reinforcement especially for structures… (more)

Subjects/Keywords: Continuous beams; Moment redistribution; Concrete beams; Fiber reinforced polymers; Finite element analysis; FRP bars; GFRP stirrups

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

El-Mogy, M. (2011). Behaviour of continuous concrete beams reinforced with FRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4993

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):

El-Mogy, Mostafa. “Behaviour of continuous concrete beams reinforced with FRP bars.” 2011. Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/4993.

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

MLA Handbook (7th Edition):

El-Mogy, Mostafa. “Behaviour of continuous concrete beams reinforced with FRP bars.” 2011. Web. 16 Oct 2019.

Vancouver:

El-Mogy M. Behaviour of continuous concrete beams reinforced with FRP bars. [Internet] [Thesis]. University of Manitoba; 2011. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/4993.

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

Council of Science Editors:

El-Mogy M. Behaviour of continuous concrete beams reinforced with FRP bars. [Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4993

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

24. Vojnić Purčar Martina. Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenog poprečnog preseka.

Degree: 2016, University of Novi Sad

U radu su izvedene diferencijalne jednačine tankozidnog kompozitnog štapa proizvoljnog poprečnog preseka, primenom principa virtualnih pomeranja, a polazeći od funkcije deplanacije koju je predložio… (more)

Subjects/Keywords: tankozidni nosači, kompoziti, shear lag; thin-walled beams, composites, shear lag

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Martina, V. P. (2016). Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenog poprečnog preseka. (Thesis). University of Novi Sad. Retrieved from http://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; http://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en

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):

Martina, Vojnić Purčar. “Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenog poprečnog preseka.” 2016. Thesis, University of Novi Sad. Accessed October 16, 2019. http://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; http://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en.

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

MLA Handbook (7th Edition):

Martina, Vojnić Purčar. “Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenog poprečnog preseka.” 2016. Web. 16 Oct 2019.

Vancouver:

Martina VP. Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenog poprečnog preseka. [Internet] [Thesis]. University of Novi Sad; 2016. [cited 2019 Oct 16]. Available from: http://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; http://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en.

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

Council of Science Editors:

Martina VP. Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenog poprečnog preseka. [Thesis]. University of Novi Sad; 2016. Available from: http://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; http://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en

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


University of Edinburgh

25. Al-Azzawi, Zaid Mohammed Kani. Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading.

Degree: PhD, 2016, University of Edinburgh

 Civil engineers are presently faced with the challenge of strengthening and repairing many existing structures to assure or increase their structural safety. The reasons for… (more)

Subjects/Keywords: 620.1; steel bridges; plate girders; steel plates; CFRP; GFRP; fatigue; buckling; shear

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al-Azzawi, Z. M. K. (2016). Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/25453

Chicago Manual of Style (16th Edition):

Al-Azzawi, Zaid Mohammed Kani. “Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading.” 2016. Doctoral Dissertation, University of Edinburgh. Accessed October 16, 2019. http://hdl.handle.net/1842/25453.

MLA Handbook (7th Edition):

Al-Azzawi, Zaid Mohammed Kani. “Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading.” 2016. Web. 16 Oct 2019.

Vancouver:

Al-Azzawi ZMK. Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading. [Internet] [Doctoral dissertation]. University of Edinburgh; 2016. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1842/25453.

Council of Science Editors:

Al-Azzawi ZMK. Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading. [Doctoral Dissertation]. University of Edinburgh; 2016. Available from: http://hdl.handle.net/1842/25453


University of Manchester

26. Yaqub, Muhammad. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.

Degree: 2010, University of Manchester

 In the light of extreme events of natural disasters (earthquakes or hurricanes) and accidents (fire or explosion), repairing and strengthening of existing concrete structures has… (more)

Subjects/Keywords: Un-heated column; Post-heated columns; GFRP; CFRP; Axial compressive strength; Shear strength; Lateral strength; Seismic shear performance; Ductility; Energy dissipation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yaqub, M. (2010). Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698

Chicago Manual of Style (16th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Doctoral Dissertation, University of Manchester. Accessed October 16, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698.

MLA Handbook (7th Edition):

Yaqub, Muhammad. “Axial compressive and seismic shear performance of post-heated columns repaired with composite materials.” 2010. Web. 16 Oct 2019.

Vancouver:

Yaqub M. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. [Internet] [Doctoral dissertation]. University of Manchester; 2010. [cited 2019 Oct 16]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698.

Council of Science Editors:

Yaqub M. Axial compressive and seismic shear performance of post-heated columns repaired with composite materials. [Doctoral Dissertation]. University of Manchester; 2010. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:101698


University of New South Wales

27. Thabet, Ahmed. Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel.

Degree: Engineering & Information Technology, 2014, University of New South Wales

 The requirement for lightweight structures with high stiffness has seen the use of composite sandwich panels in many engineering applications. In recent years, foam cores… (more)

Subjects/Keywords: PVC Foam; Composite Sandwich Panel; GFRP; PU Foam; Shear Keys; Shear Strength; Flexural Strength; Finite Element Analysis; Fibre Modelling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Thabet, A. (2014). Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Thabet, Ahmed. “Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel.” 2014. Doctoral Dissertation, University of New South Wales. Accessed October 16, 2019. http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true.

MLA Handbook (7th Edition):

Thabet, Ahmed. “Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel.” 2014. Web. 16 Oct 2019.

Vancouver:

Thabet A. Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2019 Oct 16]. Available from: http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true.

Council of Science Editors:

Thabet A. Investigation of Shear Key Methodology for Improving Structural Performance of Foam-core Sandwich Panel. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/53747 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12442/SOURCE02?view=true


University of Manitoba

28. Mostafa, Ahmed. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.

Degree: Civil Engineering, 2016, University of Manitoba

 In this thesis the experimental results of seven full-scale glass fiber-reinforced polymer (GFRP) reinforced concrete (RC) slab-column edge connections are presented. The dimensions of the… (more)

Subjects/Keywords: Punching shear; Slab-column connections; Glass-fiber reinforced polymers (GFRP); High strength concrete; Shear reinforcement; Edge connections; Reinforcement ratio

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mostafa, A. (2016). Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31932

Chicago Manual of Style (16th Edition):

Mostafa, Ahmed. “Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.” 2016. Masters Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/31932.

MLA Handbook (7th Edition):

Mostafa, Ahmed. “Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.” 2016. Web. 16 Oct 2019.

Vancouver:

Mostafa A. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/31932.

Council of Science Editors:

Mostafa A. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31932


University of Canterbury

29. Ardalany, Manoochehr. Analysis and design of Laminated Veneer Lumber beams with holes.

Degree: Civil and Natural Resources Engineering, 2013, University of Canterbury

 Timber has experienced new interest as a building material in recent times. Although traditionally in New Zealand it has been the main choice for residential… (more)

Subjects/Keywords: LVL; beams with holes; reinforcement; plywood

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ardalany, M. (2013). Analysis and design of Laminated Veneer Lumber beams with holes. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/7674

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):

Ardalany, Manoochehr. “Analysis and design of Laminated Veneer Lumber beams with holes.” 2013. Thesis, University of Canterbury. Accessed October 16, 2019. http://hdl.handle.net/10092/7674.

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

MLA Handbook (7th Edition):

Ardalany, Manoochehr. “Analysis and design of Laminated Veneer Lumber beams with holes.” 2013. Web. 16 Oct 2019.

Vancouver:

Ardalany M. Analysis and design of Laminated Veneer Lumber beams with holes. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10092/7674.

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

Council of Science Editors:

Ardalany M. Analysis and design of Laminated Veneer Lumber beams with holes. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/7674

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


Vilnius Gediminas Technical University

30. Gudelis, Andrius. Klijuotųjų medienių sijų jungties su įklijuotaisiai plieniniais strypais tyrimas.

Degree: Master, Civil Enginering, 2009, Vilnius Gediminas Technical University

Baigiamajame magistro darbe aptarti klijuotosios medienos su įklijuotaisiais plieniniais strypais privalumai bei trūkumai, jų panaudojimas ir taikymas statybos pramonėje. Atlikta plieno strypų, įklijuotų medienoje išilgai,… (more)

Subjects/Keywords: Klijuotosios medienos sijos; Įklijuotieji plieno strypai; Plieniniai strypai medienoje; Jungtys su įklijuotaisiais strypais; Glulam beams; Glued-in steel rods; Steel rods in wood; Joints with glued-in bars

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gudelis, Andrius. (2009). Klijuotųjų medienių sijų jungties su įklijuotaisiai plieniniais strypais tyrimas. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090702_141646-55416 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Gudelis, Andrius. “Klijuotųjų medienių sijų jungties su įklijuotaisiai plieniniais strypais tyrimas.” 2009. Masters Thesis, Vilnius Gediminas Technical University. Accessed October 16, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090702_141646-55416 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Gudelis, Andrius. “Klijuotųjų medienių sijų jungties su įklijuotaisiai plieniniais strypais tyrimas.” 2009. Web. 16 Oct 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Gudelis, Andrius. Klijuotųjų medienių sijų jungties su įklijuotaisiai plieniniais strypais tyrimas. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2009. [cited 2019 Oct 16]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090702_141646-55416 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Gudelis, Andrius. Klijuotųjų medienių sijų jungties su įklijuotaisiai plieniniais strypais tyrimas. [Masters Thesis]. Vilnius Gediminas Technical University; 2009. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090702_141646-55416 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

[1] [2] [3] [4] [5] … [3331]

.