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You searched for subject:(Reinforced Concrete T beams). Showing records 1 – 30 of 20551 total matches.

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Rutgers University

1. Haddad, Elie I., 1993-. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.

Degree: MS, Civil and Environmental Engineering, 2018, Rutgers University

Reinforced concrete bridge decks tend to deteriorate over time due to the increase in live load and corrosion of reinforcement and many other reasons. Economic… (more)

Subjects/Keywords: Reinforced concrete; Concrete beams

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APA (6th Edition):

Haddad, Elie I., 1. (2018). Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/59108/

Chicago Manual of Style (16th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Masters Thesis, Rutgers University. Accessed February 25, 2021. https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

MLA Handbook (7th Edition):

Haddad, Elie I., 1993-. “Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams.” 2018. Web. 25 Feb 2021.

Vancouver:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Internet] [Masters thesis]. Rutgers University; 2018. [cited 2021 Feb 25]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/.

Council of Science Editors:

Haddad, Elie I. 1. Investigation of fiber reinforced ferrocement composites in retrofitting reinforced concrete beams. [Masters Thesis]. Rutgers University; 2018. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/59108/


Indian Institute of Science

2. Thomas, Job. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.

Degree: PhD, Faculty of Engineering, 2011, Indian Institute of Science

Subjects/Keywords: Concrete Beams; Steel - Concrete Beams; Steel Fiber Reinforced Concrete (SFRC); Prestressed Concrete Beams; Test Beams; Fiber Reinforced Concrete; Reinforced Concrete Beams; Prestressed Concrete Beams T-beams; Steel Fibers; Prestressed Beams; Fiber Reinforced Concrete; Structural Concrete; Structural Engineering

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APA (6th Edition):

Thomas, J. (2011). Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/1562

Chicago Manual of Style (16th Edition):

Thomas, Job. “Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.” 2011. Doctoral Dissertation, Indian Institute of Science. Accessed February 25, 2021. http://etd.iisc.ac.in/handle/2005/1562.

MLA Handbook (7th Edition):

Thomas, Job. “Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study.” 2011. Web. 25 Feb 2021.

Vancouver:

Thomas J. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2011. [cited 2021 Feb 25]. Available from: http://etd.iisc.ac.in/handle/2005/1562.

Council of Science Editors:

Thomas J. Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study. [Doctoral Dissertation]. Indian Institute of Science; 2011. Available from: http://etd.iisc.ac.in/handle/2005/1562


University of California – Irvine

3. Herrera, Luis. Large-Scale Testing of Reinforced Concrete Moment Resisting Frame Beams with Rectangular Web Openings.

Degree: Civil Engineering, 2017, University of California – Irvine

 Large scale cyclic testing was carried out to study the nonlinear behavior of T-shaped, moment resisting frame beams (MRF) with openings. The beams are located… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Large-scale testing; Moment resisting frame beams; Openings; Reinforced Concrete; T-beams

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APA (6th Edition):

Herrera, L. (2017). Large-Scale Testing of Reinforced Concrete Moment Resisting Frame Beams with Rectangular Web Openings. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/27v267tp

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):

Herrera, Luis. “Large-Scale Testing of Reinforced Concrete Moment Resisting Frame Beams with Rectangular Web Openings.” 2017. Thesis, University of California – Irvine. Accessed February 25, 2021. http://www.escholarship.org/uc/item/27v267tp.

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

MLA Handbook (7th Edition):

Herrera, Luis. “Large-Scale Testing of Reinforced Concrete Moment Resisting Frame Beams with Rectangular Web Openings.” 2017. Web. 25 Feb 2021.

Vancouver:

Herrera L. Large-Scale Testing of Reinforced Concrete Moment Resisting Frame Beams with Rectangular Web Openings. [Internet] [Thesis]. University of California – Irvine; 2017. [cited 2021 Feb 25]. Available from: http://www.escholarship.org/uc/item/27v267tp.

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

Council of Science Editors:

Herrera L. Large-Scale Testing of Reinforced Concrete Moment Resisting Frame Beams with Rectangular Web Openings. [Thesis]. University of California – Irvine; 2017. Available from: http://www.escholarship.org/uc/item/27v267tp

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


Delft University of Technology

4. de Boon, Johan (author). Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten.

Degree: 2018, Delft University of Technology

 Vanuit Rijkswaterstaat is de wens om een snelle, verifieerbare methode te ontwikkelen voor het controleren van de veiligheid voor meerdere T-ligger constructies volgens huidige normen… (more)

Subjects/Keywords: T-beams; Concrete; Quick

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APA (6th Edition):

de Boon, J. (. (2018). Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9

Chicago Manual of Style (16th Edition):

de Boon, Johan (author). “Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten.” 2018. Masters Thesis, Delft University of Technology. Accessed February 25, 2021. http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9.

MLA Handbook (7th Edition):

de Boon, Johan (author). “Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten.” 2018. Web. 25 Feb 2021.

Vancouver:

de Boon J(. Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2021 Feb 25]. Available from: http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9.

Council of Science Editors:

de Boon J(. Quickscan methode voor T-liggers: Verifieerbare, snelle aanpak voor controleren veiligheid T-liggerconstructies volgens huidige normen en inzichten. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:53572a25-4ae6-4447-8423-a5d00b99eed9


Ryerson University

5. Haghdoost, Roya Shoghi. Shear strength evaluation of reinforced recycled aggregate concrete beams.

Degree: 2016, Ryerson University

 A theoretical study is conducted to investigate the shear behaviour of recycled aggregate concrete (RAC) beams with and without shear reinforcements along with the performance… (more)

Subjects/Keywords: Concrete beams; Reinforced concrete construction; Structured frames; Concrete beams  – Testing

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

APA (6th Edition):

Haghdoost, R. S. (2016). Shear strength evaluation of reinforced recycled aggregate concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5058

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):

Haghdoost, Roya Shoghi. “Shear strength evaluation of reinforced recycled aggregate concrete beams.” 2016. Thesis, Ryerson University. Accessed February 25, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A5058.

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

MLA Handbook (7th Edition):

Haghdoost, Roya Shoghi. “Shear strength evaluation of reinforced recycled aggregate concrete beams.” 2016. Web. 25 Feb 2021.

Vancouver:

Haghdoost RS. Shear strength evaluation of reinforced recycled aggregate concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2021 Feb 25]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5058.

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

Council of Science Editors:

Haghdoost RS. Shear strength evaluation of reinforced recycled aggregate concrete beams. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5058

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


University of Bath

6. Brindley, Monika. Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets.

Degree: PhD, 2018, University of Bath

 Existing reinforced concrete bridges may be deemed inadequate to carry the ever-increasing traffic loads according to the current codes and standards before they reach the… (more)

Subjects/Keywords: 624.1; Reinforced Concrete T-beams; Shear; FRP Strengthening; Assessment; CFRP sheets; Deep Embedment; Experimental Testing; Numerical Analysis

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APA (6th Edition):

Brindley, M. (2018). Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006

Chicago Manual of Style (16th Edition):

Brindley, Monika. “Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets.” 2018. Doctoral Dissertation, University of Bath. Accessed February 25, 2021. https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006.

MLA Handbook (7th Edition):

Brindley, Monika. “Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets.” 2018. Web. 25 Feb 2021.

Vancouver:

Brindley M. Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets. [Internet] [Doctoral dissertation]. University of Bath; 2018. [cited 2021 Feb 25]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006.

Council of Science Editors:

Brindley M. Shear assessment and strengthening of reinforced concrete T-beams with externally bonded CFRP sheets. [Doctoral Dissertation]. University of Bath; 2018. Available from: https://researchportal.bath.ac.uk/en/studentthesis/shear-assessment-and-strengthening-of-reinforced-concrete-tbeams-with-externally-bonded-cfrp-sheets(5467c456-6b66-4e60-911d-0007887ce790).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.761006


Anna University

7. Chithra R. Study on the behaviour of prefabricated cage reinforced concrete beams;.

Degree: Prefabricated cage reinforced concrete beams, 2014, Anna University

Construction time plays a vital role as it affects the life cycle cost of the project In reinforced concrete system time consumed to cut bend… (more)

Subjects/Keywords: Civil engineering; Prefabricated cage; Reinforced concrete beams

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APA (6th Edition):

R, C. (2014). Study on the behaviour of prefabricated cage reinforced concrete beams;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/23586

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

Chicago Manual of Style (16th Edition):

R, Chithra. “Study on the behaviour of prefabricated cage reinforced concrete beams;.” 2014. Thesis, Anna University. Accessed February 25, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/23586.

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

MLA Handbook (7th Edition):

R, Chithra. “Study on the behaviour of prefabricated cage reinforced concrete beams;.” 2014. Web. 25 Feb 2021.

Vancouver:

R C. Study on the behaviour of prefabricated cage reinforced concrete beams;. [Internet] [Thesis]. Anna University; 2014. [cited 2021 Feb 25]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/23586.

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

Council of Science Editors:

R C. Study on the behaviour of prefabricated cage reinforced concrete beams;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/23586

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


University of Toronto

8. 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

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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 February 25, 2021. 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. 25 Feb 2021.

Vancouver:

Caprara LN. Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2021 Feb 25]. 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


Addis Ababa University

9. Mubarek, Mudesir. Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement .

Degree: 2019, Addis Ababa University

 Past experimental researches showed that as the beam depth increases, there is a significant decrease on the shear stress capacity of reinforced concrete beams without… (more)

Subjects/Keywords: Shear Reinforcement; Reinforced Concrete Beams; Shear Behavior

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APA (6th Edition):

Mubarek, M. (2019). Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement . (Thesis). Addis Ababa University. Retrieved from http://10.6.20.92/xmlui/handle/123456789/20847

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):

Mubarek, Mudesir. “Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement .” 2019. Thesis, Addis Ababa University. Accessed February 25, 2021. http://10.6.20.92/xmlui/handle/123456789/20847.

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

MLA Handbook (7th Edition):

Mubarek, Mudesir. “Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement .” 2019. Web. 25 Feb 2021.

Vancouver:

Mubarek M. Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement . [Internet] [Thesis]. Addis Ababa University; 2019. [cited 2021 Feb 25]. Available from: http://10.6.20.92/xmlui/handle/123456789/20847.

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

Council of Science Editors:

Mubarek M. Size Effect on Shear Behavior of Reinforced Concrete Beams with Shear Reinforcement . [Thesis]. Addis Ababa University; 2019. Available from: http://10.6.20.92/xmlui/handle/123456789/20847

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

10. Yu, Changli. The study of reinforced pseudo-ductile cementitious composite permanent formwork.

Degree: 2014, Hong Kong University of Science and Technology

 To enhance the durability of reinforced concrete structures, high performance concrete with low water/binder ratio is often employed. However, the opening of cracks in the… (more)

Subjects/Keywords: Cement composites ; Composite-reinforced concrete ; Concrete beams ; Concrete ; Cracking

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APA (6th Edition):

Yu, C. (2014). The study of reinforced pseudo-ductile cementitious composite permanent formwork. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/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):

Yu, Changli. “The study of reinforced pseudo-ductile cementitious composite permanent formwork.” 2014. Thesis, Hong Kong University of Science and Technology. Accessed February 25, 2021. http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/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):

Yu, Changli. “The study of reinforced pseudo-ductile cementitious composite permanent formwork.” 2014. Web. 25 Feb 2021.

Vancouver:

Yu C. The study of reinforced pseudo-ductile cementitious composite permanent formwork. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2014. [cited 2021 Feb 25]. Available from: http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/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:

Yu C. The study of reinforced pseudo-ductile cementitious composite permanent formwork. [Thesis]. Hong Kong University of Science and Technology; 2014. Available from: http://repository.ust.hk/ir/Record/1783.1-70912 ; https://doi.org/10.14711/thesis-b1334180 ; http://repository.ust.hk/ir/bitstream/1783.1-70912/1/th_redirect.html

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


Ryerson University

11. Wu, Hao. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.

Degree: 2012, Ryerson University

 An analytical model is developed to predict the residual flexural capacity of corroded RC members. This was established by first developing an analytical model to… (more)

Subjects/Keywords: Concrete beams  – Corrosion  – Testing; Concrete beams  – Corrosion  – Mathematical models; Reinforced concrete  – Design and construction; Concrete beams  – Computer programs; Shear (Mechanics)

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

APA (6th Edition):

Wu, H. (2012). Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Thesis, Ryerson University. Accessed February 25, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

MLA Handbook (7th Edition):

Wu, Hao. “Bond Degradation and Residual Flexural Capacity of Corroded RC Beams.” 2012. Web. 25 Feb 2021.

Vancouver:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Internet] [Thesis]. Ryerson University; 2012. [cited 2021 Feb 25]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366.

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

Council of Science Editors:

Wu H. Bond Degradation and Residual Flexural Capacity of Corroded RC Beams. [Thesis]. Ryerson University; 2012. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1366

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


Kansas State University

12. Foerster, Andrew S. Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps.

Degree: MS, Department of Civil Engineering, 2019, Kansas State University

 The use of externally bonded Fiber Reinforced Polymer (FRP) to strengthen concrete structures has become more common. As this continues to grow, research is needed… (more)

Subjects/Keywords: U-wrap; Fiber reinforced polymer; Strengthening reinforced concrete bridge beams

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APA (6th Edition):

Foerster, A. S. (2019). Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/39517

Chicago Manual of Style (16th Edition):

Foerster, Andrew S. “Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps.” 2019. Masters Thesis, Kansas State University. Accessed February 25, 2021. http://hdl.handle.net/2097/39517.

MLA Handbook (7th Edition):

Foerster, Andrew S. “Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps.” 2019. Web. 25 Feb 2021.

Vancouver:

Foerster AS. Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps. [Internet] [Masters thesis]. Kansas State University; 2019. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/2097/39517.

Council of Science Editors:

Foerster AS. Strengthening reinforced concrete bridge T-beams with CFRP sheets plus bi-directional GFRP U-wraps. [Masters Thesis]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/39517

13. Belić, Mario. Možnosti in izzivi BIM projektiranja na primeru vrtca v Prelogu.

Degree: 2018, Univerza v Mariboru

Magistrska naloga obravnava celovito projektiranje vrtca z uporabo BIM. Opisan je potek modeliranja objekta, prenos računskega modela iz Revita v Robot, prikazan preračun najbolj zahtevnih… (more)

Subjects/Keywords: BIM; armirani beton; T-nosilci; Revit; Robot; Navisworks; BIM; reinforced concrete; T-beams; Revit; Robot; Navisworks; info:eu-repo/classification/udc/004:624(043.2)

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

APA (6th Edition):

Belić, M. (2018). Možnosti in izzivi BIM projektiranja na primeru vrtca v Prelogu. (Masters Thesis). Univerza v Mariboru. Retrieved from https://dk.um.si/IzpisGradiva.php?id=72763 ; https://dk.um.si/Dokument.php?id=131570&dn= ; https://plus.si.cobiss.net/opac7/bib/21988630?lang=sl

Chicago Manual of Style (16th Edition):

Belić, Mario. “Možnosti in izzivi BIM projektiranja na primeru vrtca v Prelogu.” 2018. Masters Thesis, Univerza v Mariboru. Accessed February 25, 2021. https://dk.um.si/IzpisGradiva.php?id=72763 ; https://dk.um.si/Dokument.php?id=131570&dn= ; https://plus.si.cobiss.net/opac7/bib/21988630?lang=sl.

MLA Handbook (7th Edition):

Belić, Mario. “Možnosti in izzivi BIM projektiranja na primeru vrtca v Prelogu.” 2018. Web. 25 Feb 2021.

Vancouver:

Belić M. Možnosti in izzivi BIM projektiranja na primeru vrtca v Prelogu. [Internet] [Masters thesis]. Univerza v Mariboru; 2018. [cited 2021 Feb 25]. Available from: https://dk.um.si/IzpisGradiva.php?id=72763 ; https://dk.um.si/Dokument.php?id=131570&dn= ; https://plus.si.cobiss.net/opac7/bib/21988630?lang=sl.

Council of Science Editors:

Belić M. Možnosti in izzivi BIM projektiranja na primeru vrtca v Prelogu. [Masters Thesis]. Univerza v Mariboru; 2018. Available from: https://dk.um.si/IzpisGradiva.php?id=72763 ; https://dk.um.si/Dokument.php?id=131570&dn= ; https://plus.si.cobiss.net/opac7/bib/21988630?lang=sl


Hong Kong University of Science and Technology

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

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 February 25, 2021. 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. 25 Feb 2021.

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 2021 Feb 25]. 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


Hong Kong University of Science and Technology

15. Suen, Po Chi. Steel-plate encased concrete coupling beams.

Degree: 2012, Hong Kong University of Science and Technology

 Coupled shear wall structures are recognised as one of the most efficient lateral load resisting systems. To achieve a desirable performance for such a system,… (more)

Subjects/Keywords: Concrete beams  – Testing ; Reinforced concrete construction  – Testing ; Shear walls  – Testing

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APA (6th Edition):

Suen, P. C. (2012). Steel-plate encased concrete coupling beams. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed February 25, 2021. http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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):

Suen, Po Chi. “Steel-plate encased concrete coupling beams.” 2012. Web. 25 Feb 2021.

Vancouver:

Suen PC. Steel-plate encased concrete coupling beams. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2021 Feb 25]. Available from: http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/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:

Suen PC. Steel-plate encased concrete coupling beams. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: http://repository.ust.hk/ir/Record/1783.1-7721 ; https://doi.org/10.14711/thesis-b1198334 ; http://lbdiscover.ust.hk/uresolver?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rfr_id=info:sid/HKUST:SPI&rft.genre=article&rft.issn=&rft.volume=&rft.issue=&rft.date=2012&rft.spage=&rft.aulast=Suen&rft.aufirst=Po%20Chi&rft.atitle=Steel-plate%20encased%20concrete%20coupling%20beams&rft.title= ; http://repository.ust.hk/ir/bitstream/1783.1-7721/1/th_redirect.html

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


University of Hong Kong

16. Li, Lingzhi. New partial interaction models for bolted-side-plated reinforced concrete beams.

Degree: 2013, University of Hong Kong

 Existing reinforced concrete (RC) beams often need to be strengthened due to material deterioration or a change in usage. The bolted side-plating (BSP) technique, i.e.,… (more)

Subjects/Keywords: Reinforced concrete.; Concrete beams.

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

APA (6th Edition):

Li, L. (2013). New partial interaction models for bolted-side-plated reinforced concrete beams. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/192818

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, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Thesis, University of Hong Kong. Accessed February 25, 2021. http://hdl.handle.net/10722/192818.

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

MLA Handbook (7th Edition):

Li, Lingzhi. “New partial interaction models for bolted-side-plated reinforced concrete beams.” 2013. Web. 25 Feb 2021.

Vancouver:

Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Internet] [Thesis]. University of Hong Kong; 2013. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10722/192818.

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

Council of Science Editors:

Li L. New partial interaction models for bolted-side-plated reinforced concrete beams. [Thesis]. University of Hong Kong; 2013. Available from: http://hdl.handle.net/10722/192818

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


Kansas State University

17. Byers, Jack G. A study of R/C beams, additionally reinforced with steel fibers.

Degree: 1977, Kansas State University

Subjects/Keywords: Fiber-reinforced concrete; Concrete beams

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APA (6th Edition):

Byers, J. G. (1977). A study of R/C beams, additionally reinforced with steel fibers. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/8987

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):

Byers, Jack G. “A study of R/C beams, additionally reinforced with steel fibers.” 1977. Thesis, Kansas State University. Accessed February 25, 2021. http://hdl.handle.net/2097/8987.

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

MLA Handbook (7th Edition):

Byers, Jack G. “A study of R/C beams, additionally reinforced with steel fibers.” 1977. Web. 25 Feb 2021.

Vancouver:

Byers JG. A study of R/C beams, additionally reinforced with steel fibers. [Internet] [Thesis]. Kansas State University; 1977. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/2097/8987.

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

Council of Science Editors:

Byers JG. A study of R/C beams, additionally reinforced with steel fibers. [Thesis]. Kansas State University; 1977. Available from: http://hdl.handle.net/2097/8987

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


Ryerson University

18. Sathiyamoorthy, Kokilan. Shear and flexural behaviour of lightweight self-consolidating concrete beams.

Degree: 2016, Ryerson University

 Shear and flexural behaviour of lightweight self-consolidating concrete (LWSCC) beams made of slag aggregates were investigated. Shear reinforced LWSCC beams showed similar shear behaviour compared… (more)

Subjects/Keywords: Concrete  – Mixing  – Quality control; Self-consolidating concrete; Concrete beams; Structural frames; Reinforced concrete construction

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APA (6th Edition):

Sathiyamoorthy, K. (2016). Shear and flexural behaviour of lightweight self-consolidating concrete beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5002

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):

Sathiyamoorthy, Kokilan. “Shear and flexural behaviour of lightweight self-consolidating concrete beams.” 2016. Thesis, Ryerson University. Accessed February 25, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A5002.

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

MLA Handbook (7th Edition):

Sathiyamoorthy, Kokilan. “Shear and flexural behaviour of lightweight self-consolidating concrete beams.” 2016. Web. 25 Feb 2021.

Vancouver:

Sathiyamoorthy K. Shear and flexural behaviour of lightweight self-consolidating concrete beams. [Internet] [Thesis]. Ryerson University; 2016. [cited 2021 Feb 25]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5002.

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

Council of Science Editors:

Sathiyamoorthy K. Shear and flexural behaviour of lightweight self-consolidating concrete beams. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5002

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


Ryerson University

19. Marzouk, Hesham. Performance analysis of reinforced high-strength concrete beams under impact loading.

Degree: 2017, Ryerson University

 An experimental investigation is conducted to analyze the performance of reinforced high strength concrete (HSC) beams under impact loading. Six reinforced HSC beams with identical… (more)

Subjects/Keywords: High strength concrete  – Testing; Concrete beams  – Testing; Reinforced concrete construction  – Design and construction; Concrete beams  – Design and construction

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

APA (6th Edition):

Marzouk, H. (2017). Performance analysis of reinforced high-strength concrete beams under impact loading. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6643

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):

Marzouk, Hesham. “Performance analysis of reinforced high-strength concrete beams under impact loading.” 2017. Thesis, Ryerson University. Accessed February 25, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A6643.

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

MLA Handbook (7th Edition):

Marzouk, Hesham. “Performance analysis of reinforced high-strength concrete beams under impact loading.” 2017. Web. 25 Feb 2021.

Vancouver:

Marzouk H. Performance analysis of reinforced high-strength concrete beams under impact loading. [Internet] [Thesis]. Ryerson University; 2017. [cited 2021 Feb 25]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6643.

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

Council of Science Editors:

Marzouk H. Performance analysis of reinforced high-strength concrete beams under impact loading. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6643

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


Addis Ababa University

20. Abiy, Alemu. COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES .

Degree: 2013, Addis Ababa University

 Bridges affect people. People use them, and engineers design them and later build and maintain them. Bridges do not just happen. They must be planned… (more)

Subjects/Keywords: T-or Box-Girder bridge.; REINFORCED CONCRETE

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APA (6th Edition):

Abiy, A. (2013). COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5058

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):

Abiy, Alemu. “COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES .” 2013. Thesis, Addis Ababa University. Accessed February 25, 2021. http://etd.aau.edu.et/dspace/handle/123456789/5058.

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

MLA Handbook (7th Edition):

Abiy, Alemu. “COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES .” 2013. Web. 25 Feb 2021.

Vancouver:

Abiy A. COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2021 Feb 25]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5058.

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

Council of Science Editors:

Abiy A. COMPUTER PROGRAM FOR COMPARATIVE STUDY OF THE ANALYSIS AND DESIGN OF REINFORCED CONCRETE T-GIRDER AND BOX-GIRDER BRIDGES . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5058

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


Ryerson University

21. Abousaeidi, Laleh. Investigating strut and tie model in deep beams.

Degree: 2009, Ryerson University

 The Strut-and-Tie model (STM) approach evolves as one of the most useful design methods for shear critical structures and for other disturbed regions in concrete(more)

Subjects/Keywords: Concrete beams  – Design and construction; Concrete beams  – Computer programs; Strut-and-tie models; Reinforced concrete construction; Structural analysis (Engineering)

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APA (6th Edition):

Abousaeidi, L. (2009). Investigating strut and tie model in deep beams. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1308

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):

Abousaeidi, Laleh. “Investigating strut and tie model in deep beams.” 2009. Thesis, Ryerson University. Accessed February 25, 2021. https://digital.library.ryerson.ca/islandora/object/RULA%3A1308.

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

MLA Handbook (7th Edition):

Abousaeidi, Laleh. “Investigating strut and tie model in deep beams.” 2009. Web. 25 Feb 2021.

Vancouver:

Abousaeidi L. Investigating strut and tie model in deep beams. [Internet] [Thesis]. Ryerson University; 2009. [cited 2021 Feb 25]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1308.

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

Council of Science Editors:

Abousaeidi L. Investigating strut and tie model in deep beams. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1308

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


University of Hong Kong

22. 程蓓. Retrofitting of deep concrete coupling beams by laterally restrained side plates.

Degree: 2011, University of Hong Kong

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

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APA (6th Edition):

程蓓. (2011). Retrofitting of deep concrete coupling beams by laterally restrained side plates. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/133284

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

Chicago Manual of Style (16th Edition):

程蓓. “Retrofitting of deep concrete coupling beams by laterally restrained side plates.” 2011. Thesis, University of Hong Kong. Accessed February 25, 2021. http://hdl.handle.net/10722/133284.

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

MLA Handbook (7th Edition):

程蓓. “Retrofitting of deep concrete coupling beams by laterally restrained side plates.” 2011. Web. 25 Feb 2021.

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

Vancouver:

程蓓. Retrofitting of deep concrete coupling beams by laterally restrained side plates. [Internet] [Thesis]. University of Hong Kong; 2011. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10722/133284.

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

Council of Science Editors:

程蓓. Retrofitting of deep concrete coupling beams by laterally restrained side plates. [Thesis]. University of Hong Kong; 2011. Available from: http://hdl.handle.net/10722/133284

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


Stellenbosch University

23. Visser, Divan. Shear behaviour of irregular shaped concrete beams with and without steel fibres.

Degree: MEng, Civil Engineering, 2020, Stellenbosch University

 ENGLISH ABSTRACT: In a rapidly evolving world, the use of concrete for the development of infrastructure is steadily increasing and this trend is set to… (more)

Subjects/Keywords: Shear (Mechanics); Fiber-reinforced concrete; Steel  – Specifications; Self-consolidating concrete; UCTD; Reinforced cement  – Environmental aspects; Concrete beams  – Testing

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APA (6th Edition):

Visser, D. (2020). Shear behaviour of irregular shaped concrete beams with and without steel fibres. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/107796

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):

Visser, Divan. “Shear behaviour of irregular shaped concrete beams with and without steel fibres.” 2020. Thesis, Stellenbosch University. Accessed February 25, 2021. http://hdl.handle.net/10019.1/107796.

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

MLA Handbook (7th Edition):

Visser, Divan. “Shear behaviour of irregular shaped concrete beams with and without steel fibres.” 2020. Web. 25 Feb 2021.

Vancouver:

Visser D. Shear behaviour of irregular shaped concrete beams with and without steel fibres. [Internet] [Thesis]. Stellenbosch University; 2020. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10019.1/107796.

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

Council of Science Editors:

Visser D. Shear behaviour of irregular shaped concrete beams with and without steel fibres. [Thesis]. Stellenbosch University; 2020. Available from: http://hdl.handle.net/10019.1/107796

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


Portland State University

24. Yosefani, Anas. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete.

Degree: PhD, Civil and Environmental Engineering, 2018, Portland State University

  Utilizing the higher capacity steel in design can provide additional advantages to the concrete construction industry including a reduction of congestion, improved concrete placement,… (more)

Subjects/Keywords: Reinforced concrete  – Testing; Concrete beams  – Testing; Steel bars; Flexure; Reinforced concrete  – Ductility; Civil and Environmental Engineering

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

APA (6th Edition):

Yosefani, A. (2018). Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4402

Chicago Manual of Style (16th Edition):

Yosefani, Anas. “Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete.” 2018. Doctoral Dissertation, Portland State University. Accessed February 25, 2021. https://pdxscholar.library.pdx.edu/open_access_etds/4402.

MLA Handbook (7th Edition):

Yosefani, Anas. “Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete.” 2018. Web. 25 Feb 2021.

Vancouver:

Yosefani A. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. [Internet] [Doctoral dissertation]. Portland State University; 2018. [cited 2021 Feb 25]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4402.

Council of Science Editors:

Yosefani A. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. [Doctoral Dissertation]. Portland State University; 2018. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4402


Anna University

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

Degree: Civil Engineering, 2014, Anna University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Thesis, Anna University. Accessed February 25, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/22870.

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

MLA Handbook (7th Edition):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Web. 25 Feb 2021.

Vancouver:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Internet] [Thesis]. Anna University; 2014. [cited 2021 Feb 25]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870.

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

Council of Science Editors:

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

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


McMaster University

26. Herkel, Karol. Incremental Collapse of Reinforced Concrete Continuous Beams.

Degree: MEngr, 1971, McMaster University

Page 190 was not included in the thesis.

A research program is presented for assessing the plastic collapse load and shake-down load of reinforced(more)

Subjects/Keywords: collapse; reinforced; concrete; beams; structures

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APA (6th Edition):

Herkel, K. (1971). Incremental Collapse of Reinforced Concrete Continuous Beams. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/18591

Chicago Manual of Style (16th Edition):

Herkel, Karol. “Incremental Collapse of Reinforced Concrete Continuous Beams.” 1971. Masters Thesis, McMaster University. Accessed February 25, 2021. http://hdl.handle.net/11375/18591.

MLA Handbook (7th Edition):

Herkel, Karol. “Incremental Collapse of Reinforced Concrete Continuous Beams.” 1971. Web. 25 Feb 2021.

Vancouver:

Herkel K. Incremental Collapse of Reinforced Concrete Continuous Beams. [Internet] [Masters thesis]. McMaster University; 1971. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/11375/18591.

Council of Science Editors:

Herkel K. Incremental Collapse of Reinforced Concrete Continuous Beams. [Masters Thesis]. McMaster University; 1971. Available from: http://hdl.handle.net/11375/18591


University of Toronto

27. Fisher, Andrew Walter. Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams.

Degree: 2016, University of Toronto

High-strength, heavily reinforced concrete coupling beams that have compact designs are critical to the building economics of high-rise structures. There is concern with these heavily… (more)

Subjects/Keywords: Coupling Beams; Reinforced Concrete; Shear; Side Cover Spalling; 0543

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

APA (6th Edition):

Fisher, A. W. (2016). Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/72704

Chicago Manual of Style (16th Edition):

Fisher, Andrew Walter. “Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams.” 2016. Masters Thesis, University of Toronto. Accessed February 25, 2021. http://hdl.handle.net/1807/72704.

MLA Handbook (7th Edition):

Fisher, Andrew Walter. “Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams.” 2016. Web. 25 Feb 2021.

Vancouver:

Fisher AW. Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1807/72704.

Council of Science Editors:

Fisher AW. Shear Performance of Heavily Reinforced High-strength Concrete Coupling Beams. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/72704


University of Adelaide

28. Haskett, Matthew Henry Thomas. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.

Degree: 2010, University of Adelaide

 In reinforced concrete members, two types of deformations exist: deformations due to curvature distribution and deformation due to discrete localised conditions such as cracks. The… (more)

Subjects/Keywords: reinforced concrete beams; FRP; partial interaction theory; ductility; moment redistribution; bond

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APA (6th Edition):

Haskett, M. H. T. (2010). The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/64584

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):

Haskett, Matthew Henry Thomas. “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.” 2010. Thesis, University of Adelaide. Accessed February 25, 2021. http://hdl.handle.net/2440/64584.

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

MLA Handbook (7th Edition):

Haskett, Matthew Henry Thomas. “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.” 2010. Web. 25 Feb 2021.

Vancouver:

Haskett MHT. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. [Internet] [Thesis]. University of Adelaide; 2010. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/2440/64584.

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

Council of Science Editors:

Haskett MHT. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. [Thesis]. University of Adelaide; 2010. Available from: http://hdl.handle.net/2440/64584

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


University of Plymouth

29. Al-Farttoosi, Mahdi. Impact behaviour of reinforced concrete beams strengthened or repaired with carbon fibre reinforced polymer (CFRP).

Degree: PhD, 2016, University of Plymouth

 War, terrorist attacks, explosions, progressive collapse and other unforeseen circumstances have damaged many structures, including buildings and bridges in war- torn countries such as Iraq.… (more)

Subjects/Keywords: 620.1; Impact; concrete; Beams; Strengthened; Repaired; Carbon Fibre Reinforced Polymer

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

APA (6th Edition):

Al-Farttoosi, M. (2016). Impact behaviour of reinforced concrete beams strengthened or repaired with carbon fibre reinforced polymer (CFRP). (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/6701

Chicago Manual of Style (16th Edition):

Al-Farttoosi, Mahdi. “Impact behaviour of reinforced concrete beams strengthened or repaired with carbon fibre reinforced polymer (CFRP).” 2016. Doctoral Dissertation, University of Plymouth. Accessed February 25, 2021. http://hdl.handle.net/10026.1/6701.

MLA Handbook (7th Edition):

Al-Farttoosi, Mahdi. “Impact behaviour of reinforced concrete beams strengthened or repaired with carbon fibre reinforced polymer (CFRP).” 2016. Web. 25 Feb 2021.

Vancouver:

Al-Farttoosi M. Impact behaviour of reinforced concrete beams strengthened or repaired with carbon fibre reinforced polymer (CFRP). [Internet] [Doctoral dissertation]. University of Plymouth; 2016. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10026.1/6701.

Council of Science Editors:

Al-Farttoosi M. Impact behaviour of reinforced concrete beams strengthened or repaired with carbon fibre reinforced polymer (CFRP). [Doctoral Dissertation]. University of Plymouth; 2016. Available from: http://hdl.handle.net/10026.1/6701


Delft University of Technology

30. Zarate Garnica, Gabriela (author). Assessment of crack kinematics in concrete beams using digital image correlation.

Degree: 2018, Delft University of Technology

Digital Image Correlation analysis is performed to obtain measurements of the crack kinematics of four reinforced concrete beams without shear reinforcement. The results are used… (more)

Subjects/Keywords: Digital Image Correlation; Shear capacity; Critical Shear Displacement; Reinforced concrete beams

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APA (6th Edition):

Zarate Garnica, G. (. (2018). Assessment of crack kinematics in concrete beams using digital image correlation. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6

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):

Zarate Garnica, Gabriela (author). “Assessment of crack kinematics in concrete beams using digital image correlation.” 2018. Thesis, Delft University of Technology. Accessed February 25, 2021. http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6.

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

MLA Handbook (7th Edition):

Zarate Garnica, Gabriela (author). “Assessment of crack kinematics in concrete beams using digital image correlation.” 2018. Web. 25 Feb 2021.

Vancouver:

Zarate Garnica G(. Assessment of crack kinematics in concrete beams using digital image correlation. [Internet] [Thesis]. Delft University of Technology; 2018. [cited 2021 Feb 25]. Available from: http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6.

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

Council of Science Editors:

Zarate Garnica G(. Assessment of crack kinematics in concrete beams using digital image correlation. [Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:58ca9ea4-73da-43e8-8c66-f74891b682e6

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

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