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You searched for subject:(FRP Strengthening). Showing records 1 – 30 of 65 total matches.

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University of New Mexico

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

Degree: Civil Engineering, 2014, University of New Mexico

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Genedy, Moneeb. “A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.” 2014. Masters Thesis, University of New Mexico. Accessed February 25, 2021. http://hdl.handle.net/1928/24250.

MLA Handbook (7th Edition):

Genedy, Moneeb. “A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams.” 2014. Web. 25 Feb 2021.

Vancouver:

Genedy M. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1928/24250.

Council of Science Editors:

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

2. Gowda, Vidhya Shree Byre. FRP strengthening of RC beams with corroded steel reinforcement .

Degree: Chalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE), 2020, Chalmers University of Technology

 The thesis mainly focuses on the strengthening of the corroded reinforced concrete structure by studying the background of corrosion from its grassroots level. As we… (more)

Subjects/Keywords: FRP; corrosion; strengthening; RC beam; Flexure, ductility

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APA (6th Edition):

Gowda, V. S. B. (2020). FRP strengthening of RC beams with corroded steel reinforcement . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/301078

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):

Gowda, Vidhya Shree Byre. “FRP strengthening of RC beams with corroded steel reinforcement .” 2020. Thesis, Chalmers University of Technology. Accessed February 25, 2021. http://hdl.handle.net/20.500.12380/301078.

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

MLA Handbook (7th Edition):

Gowda, Vidhya Shree Byre. “FRP strengthening of RC beams with corroded steel reinforcement .” 2020. Web. 25 Feb 2021.

Vancouver:

Gowda VSB. FRP strengthening of RC beams with corroded steel reinforcement . [Internet] [Thesis]. Chalmers University of Technology; 2020. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/20.500.12380/301078.

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

Council of Science Editors:

Gowda VSB. FRP strengthening of RC beams with corroded steel reinforcement . [Thesis]. Chalmers University of Technology; 2020. Available from: http://hdl.handle.net/20.500.12380/301078

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

3. Mcguirk, Geoffrey N. Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors.

Degree: MS, Civil Engineering, 2011, University of Massachusetts

  Over the past three decades the use of externally bonded fiber reinforced polymer (FRP) materials for structural strengthening applications has become an accepted and… (more)

Subjects/Keywords: Debonding; Concrete; FRP Anchor; FRP Sheet; Shear Strengthening; Laminate; Civil and Environmental Engineering

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APA (6th Edition):

Mcguirk, G. N. (2011). Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/698

Chicago Manual of Style (16th Edition):

Mcguirk, Geoffrey N. “Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors.” 2011. Masters Thesis, University of Massachusetts. Accessed February 25, 2021. https://scholarworks.umass.edu/theses/698.

MLA Handbook (7th Edition):

Mcguirk, Geoffrey N. “Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors.” 2011. Web. 25 Feb 2021.

Vancouver:

Mcguirk GN. Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors. [Internet] [Masters thesis]. University of Massachusetts; 2011. [cited 2021 Feb 25]. Available from: https://scholarworks.umass.edu/theses/698.

Council of Science Editors:

Mcguirk GN. Development of Anchorage System for Frp Strengthening Applications Using Integrated Frp Composite Anchors. [Masters Thesis]. University of Massachusetts; 2011. Available from: https://scholarworks.umass.edu/theses/698


McMaster University

4. D'Souza, Clinton. Shear Strengthening of RC Beams Using Externally Bonded and Anchored FRP U-wraps.

Degree: MASc, 2016, McMaster University

Externally bonded FRP U-wraps are a common shear strengthening configuration for RC beams, however premature debonding of the wraps is a major problem, which limits… (more)

Subjects/Keywords: FRP; U-wraps; Shear strengthening; Anchor; Reinforced concrete

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APA (6th Edition):

D'Souza, C. (2016). Shear Strengthening of RC Beams Using Externally Bonded and Anchored FRP U-wraps. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/19289

Chicago Manual of Style (16th Edition):

D'Souza, Clinton. “Shear Strengthening of RC Beams Using Externally Bonded and Anchored FRP U-wraps.” 2016. Masters Thesis, McMaster University. Accessed February 25, 2021. http://hdl.handle.net/11375/19289.

MLA Handbook (7th Edition):

D'Souza, Clinton. “Shear Strengthening of RC Beams Using Externally Bonded and Anchored FRP U-wraps.” 2016. Web. 25 Feb 2021.

Vancouver:

D'Souza C. Shear Strengthening of RC Beams Using Externally Bonded and Anchored FRP U-wraps. [Internet] [Masters thesis]. McMaster University; 2016. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/11375/19289.

Council of Science Editors:

D'Souza C. Shear Strengthening of RC Beams Using Externally Bonded and Anchored FRP U-wraps. [Masters Thesis]. McMaster University; 2016. Available from: http://hdl.handle.net/11375/19289


University of Wollongong

5. Yazici, Veysel. Strengthening hollow reinforced concrete columns with fibre reinforced polymers.

Degree: PhD, 2012, University of Wollongong

  Hollow Reinforced Concrete (RC) columns have been preferred to solid columns to reduce the cost of structures, and to decrease their self-weight where it… (more)

Subjects/Keywords: FRP; hollow RC columns; strengthening; confined concrete model

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APA (6th Edition):

Yazici, V. (2012). Strengthening hollow reinforced concrete columns with fibre reinforced polymers. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 0912 MATERIALS ENGINEERING ; https://ro.uow.edu.au/theses/3510

Chicago Manual of Style (16th Edition):

Yazici, Veysel. “Strengthening hollow reinforced concrete columns with fibre reinforced polymers.” 2012. Doctoral Dissertation, University of Wollongong. Accessed February 25, 2021. 0905 CIVIL ENGINEERING, 0912 MATERIALS ENGINEERING ; https://ro.uow.edu.au/theses/3510.

MLA Handbook (7th Edition):

Yazici, Veysel. “Strengthening hollow reinforced concrete columns with fibre reinforced polymers.” 2012. Web. 25 Feb 2021.

Vancouver:

Yazici V. Strengthening hollow reinforced concrete columns with fibre reinforced polymers. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2021 Feb 25]. Available from: 0905 CIVIL ENGINEERING, 0912 MATERIALS ENGINEERING ; https://ro.uow.edu.au/theses/3510.

Council of Science Editors:

Yazici V. Strengthening hollow reinforced concrete columns with fibre reinforced polymers. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: 0905 CIVIL ENGINEERING, 0912 MATERIALS ENGINEERING ; https://ro.uow.edu.au/theses/3510


University of Wollongong

6. Pakfetrat, Reza. Behavior of carbon FRP strengthened T-connections under cyclic loading.

Degree: M. Eng., 2014, University of Wollongong

  This study is an investigation into the efficacy of using carbon fiber reinforced polymer sheets as a strengthening technique for reinforced concrete beam-column connections… (more)

Subjects/Keywords: joint strengthening; carcon FRP; RC beam column connections; cyclic loading

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APA (6th Edition):

Pakfetrat, R. (2014). Behavior of carbon FRP strengthened T-connections under cyclic loading. (Masters Thesis). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4221

Chicago Manual of Style (16th Edition):

Pakfetrat, Reza. “Behavior of carbon FRP strengthened T-connections under cyclic loading.” 2014. Masters Thesis, University of Wollongong. Accessed February 25, 2021. ; https://ro.uow.edu.au/theses/4221.

MLA Handbook (7th Edition):

Pakfetrat, Reza. “Behavior of carbon FRP strengthened T-connections under cyclic loading.” 2014. Web. 25 Feb 2021.

Vancouver:

Pakfetrat R. Behavior of carbon FRP strengthened T-connections under cyclic loading. [Internet] [Masters thesis]. University of Wollongong; 2014. [cited 2021 Feb 25]. Available from: ; https://ro.uow.edu.au/theses/4221.

Council of Science Editors:

Pakfetrat R. Behavior of carbon FRP strengthened T-connections under cyclic loading. [Masters Thesis]. University of Wollongong; 2014. Available from: ; https://ro.uow.edu.au/theses/4221


University of Houston

7. Liu, Meng. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams.

Degree: PhD, Civil Engineering, 2017, University of Houston

 This dissertation was conducted to investigate the behavior of bonded joints between steel and carbon fiber reinforced polymers (CFRP) with an emphasis on understanding the… (more)

Subjects/Keywords: Reliability; Adhesive; Fiber reinforced polymer (FRP); Strengthening; Plasticity

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APA (6th Edition):

Liu, M. (2017). Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/4512

Chicago Manual of Style (16th Edition):

Liu, Meng. “Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams.” 2017. Doctoral Dissertation, University of Houston. Accessed February 25, 2021. http://hdl.handle.net/10657/4512.

MLA Handbook (7th Edition):

Liu, Meng. “Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams.” 2017. Web. 25 Feb 2021.

Vancouver:

Liu M. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. [Internet] [Doctoral dissertation]. University of Houston; 2017. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10657/4512.

Council of Science Editors:

Liu M. Reliability Analysis of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Steel Beams. [Doctoral Dissertation]. University of Houston; 2017. Available from: http://hdl.handle.net/10657/4512

8. ZHAO HAIDONG. Strengthening of RC slabs with openings using CFRP systems.

Degree: 2006, National University of Singapore

Subjects/Keywords: frp strengthening concrete slab opening

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APA (6th Edition):

HAIDONG, Z. (2006). Strengthening of RC slabs with openings using CFRP systems. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/27794

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):

HAIDONG, ZHAO. “Strengthening of RC slabs with openings using CFRP systems.” 2006. Thesis, National University of Singapore. Accessed February 25, 2021. http://scholarbank.nus.edu.sg/handle/10635/27794.

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

MLA Handbook (7th Edition):

HAIDONG, ZHAO. “Strengthening of RC slabs with openings using CFRP systems.” 2006. Web. 25 Feb 2021.

Vancouver:

HAIDONG Z. Strengthening of RC slabs with openings using CFRP systems. [Internet] [Thesis]. National University of Singapore; 2006. [cited 2021 Feb 25]. Available from: http://scholarbank.nus.edu.sg/handle/10635/27794.

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

Council of Science Editors:

HAIDONG Z. Strengthening of RC slabs with openings using CFRP systems. [Thesis]. National University of Singapore; 2006. Available from: http://scholarbank.nus.edu.sg/handle/10635/27794

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


University of Edinburgh

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

Degree: PhD, 2012, University of Edinburgh

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Li, Shiqing. “FRP rupture strains in FRP wrapped columns.” 2012. Doctoral Dissertation, University of Edinburgh. Accessed February 25, 2021. http://hdl.handle.net/1842/6246.

MLA Handbook (7th Edition):

Li, Shiqing. “FRP rupture strains in FRP wrapped columns.” 2012. Web. 25 Feb 2021.

Vancouver:

Li S. FRP rupture strains in FRP wrapped columns. [Internet] [Doctoral dissertation]. University of Edinburgh; 2012. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1842/6246.

Council of Science Editors:

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


Louisiana State University

10. BabaizadehRoshanfekr, Hamed. FRP stiffener efficiency coefficient for SBS shear strengthening applications.

Degree: MSCE, Civil and Environmental Engineering, 2012, Louisiana State University

 The use of composite materials such as Fiber Reinforced Polymer (FRP) to strengthen concrete structures has surged during the past two decades as an alternative… (more)

Subjects/Keywords: FRP; Composites; Steel Structures; Strengthening-By-Stiffening(SBS); Retrofitting

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APA (6th Edition):

BabaizadehRoshanfekr, H. (2012). FRP stiffener efficiency coefficient for SBS shear strengthening applications. (Masters Thesis). Louisiana State University. Retrieved from etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060

Chicago Manual of Style (16th Edition):

BabaizadehRoshanfekr, Hamed. “FRP stiffener efficiency coefficient for SBS shear strengthening applications.” 2012. Masters Thesis, Louisiana State University. Accessed February 25, 2021. etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060.

MLA Handbook (7th Edition):

BabaizadehRoshanfekr, Hamed. “FRP stiffener efficiency coefficient for SBS shear strengthening applications.” 2012. Web. 25 Feb 2021.

Vancouver:

BabaizadehRoshanfekr H. FRP stiffener efficiency coefficient for SBS shear strengthening applications. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2021 Feb 25]. Available from: etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060.

Council of Science Editors:

BabaizadehRoshanfekr H. FRP stiffener efficiency coefficient for SBS shear strengthening applications. [Masters Thesis]. Louisiana State University; 2012. Available from: etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060


Brno University of Technology

11. Kostiha, Vojtěch. Zesilování železobetonových sloupů ovinutím FRP tkaninou: Strengthening reinforced concrete column confined by FRP fabric.

Degree: 2018, Brno University of Technology

 The doctoral thesis deals with the strengthening of reinforced concrete columns by FRP fabric wrapping. Its aim is to describe the principles of confinement based… (more)

Subjects/Keywords: Železobetonový sloup; zesílení ovinutím FRP tkaninou; FRP kompozit; trojosý stav napjatosti; numerické modelování.; Reinforced concrete column; strengthening by confinement with FRP fabric; FRP composites; triaxial state of stress; numerical modeling.

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APA (6th Edition):

Kostiha, V. (2018). Zesilování železobetonových sloupů ovinutím FRP tkaninou: Strengthening reinforced concrete column confined by FRP fabric. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/136987

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):

Kostiha, Vojtěch. “Zesilování železobetonových sloupů ovinutím FRP tkaninou: Strengthening reinforced concrete column confined by FRP fabric.” 2018. Thesis, Brno University of Technology. Accessed February 25, 2021. http://hdl.handle.net/11012/136987.

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

MLA Handbook (7th Edition):

Kostiha, Vojtěch. “Zesilování železobetonových sloupů ovinutím FRP tkaninou: Strengthening reinforced concrete column confined by FRP fabric.” 2018. Web. 25 Feb 2021.

Vancouver:

Kostiha V. Zesilování železobetonových sloupů ovinutím FRP tkaninou: Strengthening reinforced concrete column confined by FRP fabric. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/11012/136987.

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

Council of Science Editors:

Kostiha V. Zesilování železobetonových sloupů ovinutím FRP tkaninou: Strengthening reinforced concrete column confined by FRP fabric. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/136987

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


University of New Mexico

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

Degree: Civil Engineering, 2016, University of New Mexico

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Masters Thesis, University of New Mexico. Accessed February 25, 2021. http://hdl.handle.net/1928/31661.

MLA Handbook (7th Edition):

ChennaReddy, RahulReddy. “SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS.” 2016. Web. 25 Feb 2021.

Vancouver:

ChennaReddy R. SIGNIFICANCE OF U-WRAP FRP SHEAR STRENGTHENING ON FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED USING NEAR SURFACE MOUNTED FRP BARS. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1928/31661.

Council of Science Editors:

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

13. Niemitz, Carl W. Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications.

Degree: MS, Civil Engineering, 2008, University of Massachusetts

 Within the past few decades a new technology has emerged using Fiber Reinforced Polymers (FRP) to rehabilitate and retrofit reinforced concrete (RC) structures. In FRP(more)

Subjects/Keywords: Debonding; Concrete; FRP Anchor; FRP Sheet; Shear Strengthening; Laminate

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APA (6th Edition):

Niemitz, C. W. (2008). Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/98

Chicago Manual of Style (16th Edition):

Niemitz, Carl W. “Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications.” 2008. Masters Thesis, University of Massachusetts. Accessed February 25, 2021. https://scholarworks.umass.edu/theses/98.

MLA Handbook (7th Edition):

Niemitz, Carl W. “Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications.” 2008. Web. 25 Feb 2021.

Vancouver:

Niemitz CW. Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications. [Internet] [Masters thesis]. University of Massachusetts; 2008. [cited 2021 Feb 25]. Available from: https://scholarworks.umass.edu/theses/98.

Council of Science Editors:

Niemitz CW. Anchorage of Carbon Fiber Reinforced Polymers to Reinforced Concrete in Shear Applications. [Masters Thesis]. University of Massachusetts; 2008. Available from: https://scholarworks.umass.edu/theses/98


North Carolina State University

14. Lunn, Dillon Stewart. Behavior of Infill Masonry Walls Strengthened with FRP Materials.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 Collapse of unreinforced masonry (URM) structures, including infill walls, is a leading cause of property damage and loss of life during extreme loading events. Many… (more)

Subjects/Keywords: FRP; masonry infill walls; strengthening; out-of-plane; sliding shear; arching action

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APA (6th Edition):

Lunn, D. S. (2009). Behavior of Infill Masonry Walls Strengthened with FRP Materials. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1846

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):

Lunn, Dillon Stewart. “Behavior of Infill Masonry Walls Strengthened with FRP Materials.” 2009. Thesis, North Carolina State University. Accessed February 25, 2021. http://www.lib.ncsu.edu/resolver/1840.16/1846.

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

MLA Handbook (7th Edition):

Lunn, Dillon Stewart. “Behavior of Infill Masonry Walls Strengthened with FRP Materials.” 2009. Web. 25 Feb 2021.

Vancouver:

Lunn DS. Behavior of Infill Masonry Walls Strengthened with FRP Materials. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2021 Feb 25]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1846.

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

Council of Science Editors:

Lunn DS. Behavior of Infill Masonry Walls Strengthened with FRP Materials. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1846

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


University of Bath

15. Valerio, Pierfrancesco. Realistic shear assessment and novel strengthening of existing concrete bridges.

Degree: PhD, 2009, University of Bath

 The actual shear capacity of existing concrete structures is often unable to meet current standard requirements. This may be attributable to increased load requirements, inadequate… (more)

Subjects/Keywords: 624.1834; Shear; strengthening; FRP; prestressed concrete

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APA (6th Edition):

Valerio, P. (2009). Realistic shear assessment and novel strengthening of existing concrete bridges. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/realistic-shear-assessment-and-novel-strengthening-of-existing-concrete-bridges(7c364a52-78de-4bc7-ba98-1253e93600f5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.507766

Chicago Manual of Style (16th Edition):

Valerio, Pierfrancesco. “Realistic shear assessment and novel strengthening of existing concrete bridges.” 2009. Doctoral Dissertation, University of Bath. Accessed February 25, 2021. https://researchportal.bath.ac.uk/en/studentthesis/realistic-shear-assessment-and-novel-strengthening-of-existing-concrete-bridges(7c364a52-78de-4bc7-ba98-1253e93600f5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.507766.

MLA Handbook (7th Edition):

Valerio, Pierfrancesco. “Realistic shear assessment and novel strengthening of existing concrete bridges.” 2009. Web. 25 Feb 2021.

Vancouver:

Valerio P. Realistic shear assessment and novel strengthening of existing concrete bridges. [Internet] [Doctoral dissertation]. University of Bath; 2009. [cited 2021 Feb 25]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/realistic-shear-assessment-and-novel-strengthening-of-existing-concrete-bridges(7c364a52-78de-4bc7-ba98-1253e93600f5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.507766.

Council of Science Editors:

Valerio P. Realistic shear assessment and novel strengthening of existing concrete bridges. [Doctoral Dissertation]. University of Bath; 2009. Available from: https://researchportal.bath.ac.uk/en/studentthesis/realistic-shear-assessment-and-novel-strengthening-of-existing-concrete-bridges(7c364a52-78de-4bc7-ba98-1253e93600f5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.507766

16. ZHAO YUJIE. FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING.

Degree: 2016, National University of Singapore

Subjects/Keywords: FRP strengthening; strut and tie model

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

APA (6th Edition):

YUJIE, Z. (2016). FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/132129

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):

YUJIE, ZHAO. “FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING.” 2016. Thesis, National University of Singapore. Accessed February 25, 2021. http://scholarbank.nus.edu.sg/handle/10635/132129.

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

MLA Handbook (7th Edition):

YUJIE, ZHAO. “FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING.” 2016. Web. 25 Feb 2021.

Vancouver:

YUJIE Z. FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING. [Internet] [Thesis]. National University of Singapore; 2016. [cited 2021 Feb 25]. Available from: http://scholarbank.nus.edu.sg/handle/10635/132129.

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

Council of Science Editors:

YUJIE Z. FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING. [Thesis]. National University of Singapore; 2016. Available from: http://scholarbank.nus.edu.sg/handle/10635/132129

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


Queens University

17. Shier, Gregory. Flexural Behaviour of Fibre Reinforced Polymer Strengthened Reinforced Concrete Beams at Elevated Temperatures .

Degree: Civil Engineering, 2013, Queens University

 Fibre reinforced polymers (FRPs) have gained considerable popularity as a building and repair material. In particular, FRPs have been an economical means of extending the… (more)

Subjects/Keywords: Flexural ; FRP ; Reinforced ; Concrete ; CFRP ; Greg ; Shier ; Strengthening ; Fire ; Hot ; Temperature ; Climates ; Green ; Flexure

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

APA (6th Edition):

Shier, G. (2013). Flexural Behaviour of Fibre Reinforced Polymer Strengthened Reinforced Concrete Beams at Elevated Temperatures . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7838

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):

Shier, Gregory. “Flexural Behaviour of Fibre Reinforced Polymer Strengthened Reinforced Concrete Beams at Elevated Temperatures .” 2013. Thesis, Queens University. Accessed February 25, 2021. http://hdl.handle.net/1974/7838.

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

MLA Handbook (7th Edition):

Shier, Gregory. “Flexural Behaviour of Fibre Reinforced Polymer Strengthened Reinforced Concrete Beams at Elevated Temperatures .” 2013. Web. 25 Feb 2021.

Vancouver:

Shier G. Flexural Behaviour of Fibre Reinforced Polymer Strengthened Reinforced Concrete Beams at Elevated Temperatures . [Internet] [Thesis]. Queens University; 2013. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1974/7838.

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

Council of Science Editors:

Shier G. Flexural Behaviour of Fibre Reinforced Polymer Strengthened Reinforced Concrete Beams at Elevated Temperatures . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/7838

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

18. Κούτας, Λάμπρος. Ενίσχυση πλακοδοκών οπλισμένου σκυροδέματος σε τέμνουσα με μανδύες ινοπλισμένων πολυμερών και αγκύρια ινών.

Degree: 2010, University of Patras

Στην παρούσα διατριβή διερευνήθηκε πειραματικά, η συμπεριφορά διατάξεων ενίσχυσης πλακοδοκών Οπλισμένου Σκυροδέματος, σε τέμνουσα, που αποτελούνται από το συνδυασμό τρίπλευρων μανδυών από Ινοπλισμένα Πολυμερή και… (more)

Subjects/Keywords: Σύνθετα υλικά; Ινοπλισμένα πολυμερή; Πλακοδοκοί; Αγκύρια ινών; Ανθρακοϋφάσματα; Διατμητική ενίσχυση; Ενίσχυση σε τέμνουσα; 624.183 402 88; RC beams; FRP jacket; T-shaped beams; FRP anchors; Shear strengthening

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

APA (6th Edition):

Κούτας, . (2010). Ενίσχυση πλακοδοκών οπλισμένου σκυροδέματος σε τέμνουσα με μανδύες ινοπλισμένων πολυμερών και αγκύρια ινών. (Masters Thesis). University of Patras. Retrieved from http://nemertes.lis.upatras.gr/jspui/handle/10889/3789

Chicago Manual of Style (16th Edition):

Κούτας, Λάμπρος. “Ενίσχυση πλακοδοκών οπλισμένου σκυροδέματος σε τέμνουσα με μανδύες ινοπλισμένων πολυμερών και αγκύρια ινών.” 2010. Masters Thesis, University of Patras. Accessed February 25, 2021. http://nemertes.lis.upatras.gr/jspui/handle/10889/3789.

MLA Handbook (7th Edition):

Κούτας, Λάμπρος. “Ενίσχυση πλακοδοκών οπλισμένου σκυροδέματος σε τέμνουσα με μανδύες ινοπλισμένων πολυμερών και αγκύρια ινών.” 2010. Web. 25 Feb 2021.

Vancouver:

Κούτας . Ενίσχυση πλακοδοκών οπλισμένου σκυροδέματος σε τέμνουσα με μανδύες ινοπλισμένων πολυμερών και αγκύρια ινών. [Internet] [Masters thesis]. University of Patras; 2010. [cited 2021 Feb 25]. Available from: http://nemertes.lis.upatras.gr/jspui/handle/10889/3789.

Council of Science Editors:

Κούτας . Ενίσχυση πλακοδοκών οπλισμένου σκυροδέματος σε τέμνουσα με μανδύες ινοπλισμένων πολυμερών και αγκύρια ινών. [Masters Thesis]. University of Patras; 2010. Available from: http://nemertes.lis.upatras.gr/jspui/handle/10889/3789


University of Manitoba

19. Foubert, Steven. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.

Degree: Civil Engineering, 2014, University of Manitoba

 Prestressed hollow core slabs are essential components in structures such as bridges, parking garages, marine structures, and commercial and industrial buildings. Material degradation and altered… (more)

Subjects/Keywords: Prestressed concrete; Near-surface mounting; Reinforced concrete; Hollow core; slab; FRP; CFRP; Strengthening; NSM; NSM-FRP; Prestressing; polymer; rehabilitation; flexural; precast; debonding

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

APA (6th Edition):

Foubert, S. (2014). Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23570

Chicago Manual of Style (16th Edition):

Foubert, Steven. “Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.” 2014. Masters Thesis, University of Manitoba. Accessed February 25, 2021. http://hdl.handle.net/1993/23570.

MLA Handbook (7th Edition):

Foubert, Steven. “Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.” 2014. Web. 25 Feb 2021.

Vancouver:

Foubert S. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1993/23570.

Council of Science Editors:

Foubert S. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23570


Western Michigan University

20. Al-Qaralleh, Mohammad Ahmad Salameh. Flexural Behavior of RC Beams Strengthened with Externally Bonded CFRP under Cyclic Loading.

Degree: PhD, Civil and Construction Engineering, 2018, Western Michigan University

  Fifteen percent of the approximately 600,000 bridges in the United States are classified as structurally deficient. In addition, the average age of the reported… (more)

Subjects/Keywords: Reinforced concrete; externally bonded FRP; periodic overloading; post-fatigue behavior; fatigue strengthening; stress effect mean; Civil Engineering; Construction Engineering and Management

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

APA (6th Edition):

Al-Qaralleh, M. A. S. (2018). Flexural Behavior of RC Beams Strengthened with Externally Bonded CFRP under Cyclic Loading. (Doctoral Dissertation). Western Michigan University. Retrieved from https://scholarworks.wmich.edu/dissertations/3246

Chicago Manual of Style (16th Edition):

Al-Qaralleh, Mohammad Ahmad Salameh. “Flexural Behavior of RC Beams Strengthened with Externally Bonded CFRP under Cyclic Loading.” 2018. Doctoral Dissertation, Western Michigan University. Accessed February 25, 2021. https://scholarworks.wmich.edu/dissertations/3246.

MLA Handbook (7th Edition):

Al-Qaralleh, Mohammad Ahmad Salameh. “Flexural Behavior of RC Beams Strengthened with Externally Bonded CFRP under Cyclic Loading.” 2018. Web. 25 Feb 2021.

Vancouver:

Al-Qaralleh MAS. Flexural Behavior of RC Beams Strengthened with Externally Bonded CFRP under Cyclic Loading. [Internet] [Doctoral dissertation]. Western Michigan University; 2018. [cited 2021 Feb 25]. Available from: https://scholarworks.wmich.edu/dissertations/3246.

Council of Science Editors:

Al-Qaralleh MAS. Flexural Behavior of RC Beams Strengthened with Externally Bonded CFRP under Cyclic Loading. [Doctoral Dissertation]. Western Michigan University; 2018. Available from: https://scholarworks.wmich.edu/dissertations/3246


University of Edinburgh

21. Othman, Daryan Jalal. The influence of adhesive curing temperature upon the performance of FRP strengthened steel structures at ambient and elevated temperatures.

Degree: PhD, 2017, University of Edinburgh

 The structural adhesives widely used in structural strengthening applications are thermoset ambient cure adhesive polymers. At ambient temperatures, these polymers are in a relatively hard… (more)

Subjects/Keywords: 624.1; strengthening; FRP; adhesive; elevated temperature; dynamic mechanical analysis; DMA; differential scanning calorimetry; DSC; epoxy; bond analysis

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

APA (6th Edition):

Othman, D. J. (2017). The influence of adhesive curing temperature upon the performance of FRP strengthened steel structures at ambient and elevated temperatures. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/29646

Chicago Manual of Style (16th Edition):

Othman, Daryan Jalal. “The influence of adhesive curing temperature upon the performance of FRP strengthened steel structures at ambient and elevated temperatures.” 2017. Doctoral Dissertation, University of Edinburgh. Accessed February 25, 2021. http://hdl.handle.net/1842/29646.

MLA Handbook (7th Edition):

Othman, Daryan Jalal. “The influence of adhesive curing temperature upon the performance of FRP strengthened steel structures at ambient and elevated temperatures.” 2017. Web. 25 Feb 2021.

Vancouver:

Othman DJ. The influence of adhesive curing temperature upon the performance of FRP strengthened steel structures at ambient and elevated temperatures. [Internet] [Doctoral dissertation]. University of Edinburgh; 2017. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1842/29646.

Council of Science Editors:

Othman DJ. The influence of adhesive curing temperature upon the performance of FRP strengthened steel structures at ambient and elevated temperatures. [Doctoral Dissertation]. University of Edinburgh; 2017. Available from: http://hdl.handle.net/1842/29646


University of Ottawa

22. Jacques, Eric. Blast Retrofit of Reinforced Concrete Walls and Slabs .

Degree: 2011, University of Ottawa

 Mitigation of the blast risk associated with terrorist attacks and accidental explosions threatening critical infrastructure has become a topic of great interest in the civil… (more)

Subjects/Keywords: blast; retrofit; shock tube; FRP; single degree of freedom; high strain rate; strengthening; reinforced concrete; pressure; impulse; debonding; CFRP

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APA (6th Edition):

Jacques, E. (2011). Blast Retrofit of Reinforced Concrete Walls and Slabs . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/19802

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):

Jacques, Eric. “Blast Retrofit of Reinforced Concrete Walls and Slabs .” 2011. Thesis, University of Ottawa. Accessed February 25, 2021. http://hdl.handle.net/10393/19802.

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

MLA Handbook (7th Edition):

Jacques, Eric. “Blast Retrofit of Reinforced Concrete Walls and Slabs .” 2011. Web. 25 Feb 2021.

Vancouver:

Jacques E. Blast Retrofit of Reinforced Concrete Walls and Slabs . [Internet] [Thesis]. University of Ottawa; 2011. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10393/19802.

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

Council of Science Editors:

Jacques E. Blast Retrofit of Reinforced Concrete Walls and Slabs . [Thesis]. University of Ottawa; 2011. Available from: http://hdl.handle.net/10393/19802

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


University of Miami

23. Napoli, Annalisa. RC Structures Strengthened with Mechanically Fastened FRP Systems.

Degree: ME, Civil, Architectural and Environmental Engineering (Engineering), 2009, University of Miami

  Recently, the use of Mechanically Fastened Fiber-Reinforced Polymer (MF-FRP) systems has emerged as a viable means for flexural strengthening of reinforced concrete members. The… (more)

Subjects/Keywords: FRP Materials; Fasteners; Experimental Tests; Flexural Strengthening; Reinforced Concrete

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APA (6th Edition):

Napoli, A. (2009). RC Structures Strengthened with Mechanically Fastened FRP Systems. (Thesis). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_theses/184

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):

Napoli, Annalisa. “RC Structures Strengthened with Mechanically Fastened FRP Systems.” 2009. Thesis, University of Miami. Accessed February 25, 2021. https://scholarlyrepository.miami.edu/oa_theses/184.

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

MLA Handbook (7th Edition):

Napoli, Annalisa. “RC Structures Strengthened with Mechanically Fastened FRP Systems.” 2009. Web. 25 Feb 2021.

Vancouver:

Napoli A. RC Structures Strengthened with Mechanically Fastened FRP Systems. [Internet] [Thesis]. University of Miami; 2009. [cited 2021 Feb 25]. Available from: https://scholarlyrepository.miami.edu/oa_theses/184.

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

Council of Science Editors:

Napoli A. RC Structures Strengthened with Mechanically Fastened FRP Systems. [Thesis]. University of Miami; 2009. Available from: https://scholarlyrepository.miami.edu/oa_theses/184

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


University of Houston

24. -6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.

Degree: PhD, Civil Engineering, University of Houston

 Several investigations have revealed that many aging civil engineering structures such as highway bridges are structurally deficient and need repairs and/or retrofitting. Among various solutions,… (more)

Subjects/Keywords: Fiber reinforced polymer (FRP); Strengthening; RC; Shear Modeling

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APA (6th Edition):

-6855-534X. (n.d.). Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/2155

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

Chicago Manual of Style (16th Edition):

-6855-534X. “Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.” Doctoral Dissertation, University of Houston. Accessed February 25, 2021. http://hdl.handle.net/10657/2155.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

MLA Handbook (7th Edition):

-6855-534X. “Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.” Web. 25 Feb 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

Vancouver:

-6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. [Internet] [Doctoral dissertation]. University of Houston; [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10657/2155.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.

Council of Science Editors:

-6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. [Doctoral Dissertation]. University of Houston; Available from: http://hdl.handle.net/10657/2155

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete
No year of publication.


Univerzitet u Beogradu

25. Solarov, Radivoj P., 1954-. Прилог теорији спрезања дрвених ламелираних носача карбонским влакнима.

Degree: Građevinski fakultet, 2016, Univerzitet u Beogradu

Arhitektura i urbanizam - drvene konstrukcije / Architecture and urban planning - Timber structures

Предмет истраживања је понашање статички оптерећених ламелираних дрвених греда ојачаних карбонским… (more)

Subjects/Keywords: strengthening; FRP composites; wood-GLULAM glued; laminated beams; testing of samples; computational model; tehnological-economic analysis

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APA (6th Edition):

Solarov, Radivoj P., 1. (2016). Прилог теорији спрезања дрвених ламелираних носача карбонским влакнима. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:11804/bdef:Content/get

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

Chicago Manual of Style (16th Edition):

Solarov, Radivoj P., 1954-. “Прилог теорији спрезања дрвених ламелираних носача карбонским влакнима.” 2016. Thesis, Univerzitet u Beogradu. Accessed February 25, 2021. https://fedorabg.bg.ac.rs/fedora/get/o:11804/bdef:Content/get.

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

MLA Handbook (7th Edition):

Solarov, Radivoj P., 1954-. “Прилог теорији спрезања дрвених ламелираних носача карбонским влакнима.” 2016. Web. 25 Feb 2021.

Vancouver:

Solarov, Radivoj P. 1. Прилог теорији спрезања дрвених ламелираних носача карбонским влакнима. [Internet] [Thesis]. Univerzitet u Beogradu; 2016. [cited 2021 Feb 25]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:11804/bdef:Content/get.

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

Council of Science Editors:

Solarov, Radivoj P. 1. Прилог теорији спрезања дрвених ламелираних носача карбонским влакнима. [Thesis]. Univerzitet u Beogradu; 2016. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:11804/bdef:Content/get

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


Halmstad University

26. Högström, Johan. Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial.

Degree: Engineering and Science, 2016, Halmstad University

Strengthening of existing structures with Carbon Fibre Reinforced Polymers (CFRP) is a method that has been more common in the building sector during the… (more)

Subjects/Keywords: CFRP; FRP; CFRP materials; reinforced concrete; composites; fiber composites; carbon fiber; NSMR; strengthening concrete; Kolfiberförstärkning; fiberförstärkningar.

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APA (6th Edition):

Högström, J. (2016). Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial. (Thesis). Halmstad University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535

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):

Högström, Johan. “Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial.” 2016. Thesis, Halmstad University. Accessed February 25, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535.

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

MLA Handbook (7th Edition):

Högström, Johan. “Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial.” 2016. Web. 25 Feb 2021.

Vancouver:

Högström J. Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial. [Internet] [Thesis]. Halmstad University; 2016. [cited 2021 Feb 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535.

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

Council of Science Editors:

Högström J. Tillämpning av kolfiberförstärkning i bärande betongkonstruktioner : Jämförelse med stål som förstärkningsmaterial. [Thesis]. Halmstad University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-31535

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


Missouri University of Science and Technology

27. Janke, Michael Andrew. Field implementation of cement-based composite strengthening technologies.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

 "With infrastructure continuing to age, technologies are being developed to strengthen structures as a more sustainable option than replacement. The use of fiber-reinforced cementitious matrix… (more)

Subjects/Keywords: BPO; Composite strengthening; FRCM; FRP; SRG; Civil Engineering

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

APA (6th Edition):

Janke, M. A. (n.d.). Field implementation of cement-based composite strengthening technologies. (Masters Thesis). Missouri University of Science and Technology. Retrieved from https://scholarsmine.mst.edu/masters_theses/7823

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Janke, Michael Andrew. “Field implementation of cement-based composite strengthening technologies.” Masters Thesis, Missouri University of Science and Technology. Accessed February 25, 2021. https://scholarsmine.mst.edu/masters_theses/7823.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Janke, Michael Andrew. “Field implementation of cement-based composite strengthening technologies.” Web. 25 Feb 2021.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Janke MA. Field implementation of cement-based composite strengthening technologies. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2021 Feb 25]. Available from: https://scholarsmine.mst.edu/masters_theses/7823.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Janke MA. Field implementation of cement-based composite strengthening technologies. [Masters Thesis]. Missouri University of Science and Technology; Available from: https://scholarsmine.mst.edu/masters_theses/7823

Note: this citation may be lacking information needed for this citation format:
No year of publication.


University of Waterloo

28. Azam, Rizwan. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.

Degree: 2016, University of Waterloo

 Extensive research has been conducted on strengthening of shear-critical reinforced concrete (RC) beams, particularly using fiber reinforced polymer (FRP) strengthening systems. This previous research has… (more)

Subjects/Keywords: Shear strengthening; Reinforced Concrete; Fiber Reinforced polymer (FRP); Fabric reinforced cementitious mortar (FRCM); Textile-reinforced concrete (TRC)

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

APA (6th Edition):

Azam, R. (2016). Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10751

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 Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Thesis, University of Waterloo. Accessed February 25, 2021. http://hdl.handle.net/10012/10751.

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 Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar.” 2016. Web. 25 Feb 2021.

Vancouver:

Azam R. Behaviour of Shear-Critical Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10012/10751.

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 Reinforced Concrete Beams Strengthened with Fiber Reinforced Cementitious Mortar. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10751

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


Queens University

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

Degree: Civil Engineering, 2010, Queens University

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Mitchell, Peter. “Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete .” 2010. Thesis, Queens University. Accessed February 25, 2021. http://hdl.handle.net/1974/5653.

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

MLA Handbook (7th Edition):

Mitchell, Peter. “Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete .” 2010. Web. 25 Feb 2021.

Vancouver:

Mitchell P. Freeze-Thaw and Sustained Load Durability of Near Surface Mounted FRP Strengthened Concrete . [Internet] [Thesis]. Queens University; 2010. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/1974/5653.

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

Council of Science Editors:

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

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

30. Barbara, Charalambidi. Συμπεριφορά στοιχείων σκυροδέματος ενισχυμένων με ελάσματα συνθετικού οπλισμού.

Degree: 2016, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

 Externally bonded fiber reinforced polymers (FRP) are very popular in retrofit of reinforced concrete beams. They have high strength to weight ratio and geometric versatility… (more)

Subjects/Keywords: Κόπωση; Ινοπλισμένα πολυμερή; Ενίσχυση; Λόγος δυστένειας χάλυβα - ΙΟΠ; Ανάλυση; Fatigue; Fiber reinforced polymers; Strengthening; Steel to FRP axial stiffness ratio; Analysis

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

APA (6th Edition):

Barbara, C. (2016). Συμπεριφορά στοιχείων σκυροδέματος ενισχυμένων με ελάσματα συνθετικού οπλισμού. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/38106

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):

Barbara, Charalambidi. “Συμπεριφορά στοιχείων σκυροδέματος ενισχυμένων με ελάσματα συνθετικού οπλισμού.” 2016. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed February 25, 2021. http://hdl.handle.net/10442/hedi/38106.

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

MLA Handbook (7th Edition):

Barbara, Charalambidi. “Συμπεριφορά στοιχείων σκυροδέματος ενισχυμένων με ελάσματα συνθετικού οπλισμού.” 2016. Web. 25 Feb 2021.

Vancouver:

Barbara C. Συμπεριφορά στοιχείων σκυροδέματος ενισχυμένων με ελάσματα συνθετικού οπλισμού. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2016. [cited 2021 Feb 25]. Available from: http://hdl.handle.net/10442/hedi/38106.

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

Council of Science Editors:

Barbara C. Συμπεριφορά στοιχείων σκυροδέματος ενισχυμένων με ελάσματα συνθετικού οπλισμού. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2016. Available from: http://hdl.handle.net/10442/hedi/38106

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

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