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You searched for subject:(FRP). Showing records 1 – 30 of 448 total matches.

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Queens University

1. Lai, Yu Ching. Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings .

Degree: Civil Engineering, 2010, Queens University

 Fiber reinforced polymers (FRPs) are increasingly being accepted in structural engineering applications. One promising system involves the use of concrete-filled FRP tubes (CFFTs) as bridge… (more)

Subjects/Keywords: FRP; CFFT

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APA (6th Edition):

Lai, Y. C. (2010). Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5408

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):

Lai, Yu Ching. “Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings .” 2010. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/5408.

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

MLA Handbook (7th Edition):

Lai, Yu Ching. “Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings .” 2010. Web. 08 Apr 2020.

Vancouver:

Lai YC. Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings . [Internet] [Thesis]. Queens University; 2010. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/5408.

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

Council of Science Editors:

Lai YC. Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings . [Thesis]. Queens University; 2010. Available from: http://hdl.handle.net/1974/5408

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


Queens University

2. Boles, Raouf. Durability Study on Concrete Bridge Decks With Pultruded FRP Stay-in-Place Structural Forms .

Degree: Civil Engineering, 2014, Queens University

 This study consists of three phases examining the durability of concrete bridge decks with stay-in-place GFRP structural forms that completely replace the bottom reinforcing bars.… (more)

Subjects/Keywords: FRP; Durability

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APA (6th Edition):

Boles, R. (2014). Durability Study on Concrete Bridge Decks With Pultruded FRP Stay-in-Place Structural Forms . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12339

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):

Boles, Raouf. “Durability Study on Concrete Bridge Decks With Pultruded FRP Stay-in-Place Structural Forms .” 2014. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/12339.

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

MLA Handbook (7th Edition):

Boles, Raouf. “Durability Study on Concrete Bridge Decks With Pultruded FRP Stay-in-Place Structural Forms .” 2014. Web. 08 Apr 2020.

Vancouver:

Boles R. Durability Study on Concrete Bridge Decks With Pultruded FRP Stay-in-Place Structural Forms . [Internet] [Thesis]. Queens University; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/12339.

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

Council of Science Editors:

Boles R. Durability Study on Concrete Bridge Decks With Pultruded FRP Stay-in-Place Structural Forms . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12339

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


Queens University

3. Khalifa, Tarek. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .

Degree: Civil Engineering, 2011, Queens University

 Fibre reinforced polymer (FRP) materials have been a material of interest in the field of structural engineering due to their superior mechanical properties such as… (more)

Subjects/Keywords: Fire resistance; FRP

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APA (6th Edition):

Khalifa, T. (2011). The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/6559

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):

Khalifa, Tarek. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2011. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/6559.

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

MLA Handbook (7th Edition):

Khalifa, Tarek. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2011. Web. 08 Apr 2020.

Vancouver:

Khalifa T. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Internet] [Thesis]. Queens University; 2011. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/6559.

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

Council of Science Editors:

Khalifa T. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Thesis]. Queens University; 2011. Available from: http://hdl.handle.net/1974/6559

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

4. Ali, Ahmed Mohammed Hassan. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF.

Degree: PhD, Génie civil, 2016, Université de Sherbrooke

 Abstract : Circular reinforced concrete (RC) members are often used in civil engineering structures, for instance, as piers and piles in bridge substructures. Also, their… (more)

Subjects/Keywords: Concrete; Circular; FRP; Shear; Hoops; a/d ratio; Carbon FRP; Glass FRP

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APA (6th Edition):

Ali, A. M. H. (2016). Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF. (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf

Chicago Manual of Style (16th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF.” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 08, 2020. http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf.

MLA Handbook (7th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF.” 2016. Web. 08 Apr 2020.

Vancouver:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF. [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2020 Apr 08]. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf.

Council of Science Editors:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals = Étude du comportement et de la résistance à l’effort tranchant d'éléments circulaires en béton armé de barres longitudinales et de spirales en matériaux composites de PRF. [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://www.collectionscanada.gc.ca/obj/thesescanada/vol2/QSHERU/TC-QSHERU-11143_8803.pdf ; http://savoirs.usherbrooke.ca/bitstream/11143/8803/1/Ali_Ahmed_PhD_2016.pdf


Université de Sherbrooke

5. Ali, Ahmed Mohammed Hassan. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals .

Degree: 2016, Université de Sherbrooke

 Abstract : Circular reinforced concrete (RC) members are often used in civil engineering structures, for instance, as piers and piles in bridge substructures. Also, their… (more)

Subjects/Keywords: Concrete; Circular; FRP; Shear; Hoops; a/d ratio; Carbon FRP; Glass FRP

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APA (6th Edition):

Ali, A. M. H. (2016). Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/8803

Chicago Manual of Style (16th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals .” 2016. Doctoral Dissertation, Université de Sherbrooke. Accessed April 08, 2020. http://hdl.handle.net/11143/8803.

MLA Handbook (7th Edition):

Ali, Ahmed Mohammed Hassan. “Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals .” 2016. Web. 08 Apr 2020.

Vancouver:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11143/8803.

Council of Science Editors:

Ali AMH. Shear strength and behavior of circular concrete members reinforced with FRP bars and spirals . [Doctoral Dissertation]. Université de Sherbrooke; 2016. Available from: http://hdl.handle.net/11143/8803

6. Lim, Richard. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.

Degree: MASc (Master of Applied Science/Ma??trise ??s sciences appliqu??es), Civil Engineering/G??nie civil, 2016, Royal Military College of Canada

Structural Health Monitoring (SHM) is a field of growing importance in Civil Engineering and its use has grown significantly during the past decade. The ability… (more)

Subjects/Keywords: Structural Monitoring; FRP; Bridge; SHM

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APA (6th Edition):

Lim, R. (2016). STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. (Masters Thesis). Royal Military College of Canada. Retrieved from http://hdl.handle.net/11264/902

Chicago Manual of Style (16th Edition):

Lim, Richard. “STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.” 2016. Masters Thesis, Royal Military College of Canada. Accessed April 08, 2020. http://hdl.handle.net/11264/902.

MLA Handbook (7th Edition):

Lim, Richard. “STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE.” 2016. Web. 08 Apr 2020.

Vancouver:

Lim R. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. [Internet] [Masters thesis]. Royal Military College of Canada; 2016. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11264/902.

Council of Science Editors:

Lim R. STRUCTURAL MONITORING OF A 10M FIBRE REINFORCED POLYMER BRIDGE SUBJECTED TO SEVERE DAMAGE. [Masters Thesis]. Royal Military College of Canada; 2016. Available from: http://hdl.handle.net/11264/902


University of Akron

7. Adhikari, Sudeep. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.

Degree: MSin Engineering, Civil Engineering, 2009, University of Akron

  The Fiber Reinforced polymer (FRP) composites have always found its extensive application in defense and aerospace industries since the period of its inception.Nowadays they… (more)

Subjects/Keywords: Civil Engineering; Basalt FRP Bar

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APA (6th Edition):

Adhikari, S. (2009). Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900

Chicago Manual of Style (16th Edition):

Adhikari, Sudeep. “Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2009. Masters Thesis, University of Akron. Accessed April 08, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900.

MLA Handbook (7th Edition):

Adhikari, Sudeep. “Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2009. Web. 08 Apr 2020.

Vancouver:

Adhikari S. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2020 Apr 08]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900.

Council of Science Editors:

Adhikari S. Mechanical Properties and Flexural Applications of Basalt Fiber Reinforced Polymer (BFRP) Bars. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1259635900


University of Toledo

8. Brighton, David Andrew. Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers.

Degree: MSin Civil Engineering, Civil Engineering, 2011, University of Toledo

 Many of the existing bridges are in need of repair and strengthening due to various reasons including design flaws, fatigue and deterioration of steel reinforcement,… (more)

Subjects/Keywords: Civil Engineering; FRP; retrofit; FEM

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APA (6th Edition):

Brighton, D. A. (2011). Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417

Chicago Manual of Style (16th Edition):

Brighton, David Andrew. “Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers.” 2011. Masters Thesis, University of Toledo. Accessed April 08, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417.

MLA Handbook (7th Edition):

Brighton, David Andrew. “Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers.” 2011. Web. 08 Apr 2020.

Vancouver:

Brighton DA. Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers. [Internet] [Masters thesis]. University of Toledo; 2011. [cited 2020 Apr 08]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417.

Council of Science Editors:

Brighton DA. Finite Element Analysis of an Intentionally Damaged Prestressed Reinforced Concrete Beam Repaired with Carbon Fiber Reinforced Polymers. [Masters Thesis]. University of Toledo; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1305226417


University of Edinburgh

9. Kiari, Mohamed Ahmed Abubaker. Novel closed-loop FRP reinforcement for concrete to enhance fire performance.

Degree: PhD, 2017, University of Edinburgh

 The use of fibre-reinforced polymer (FRP) as an internal reinforcement for concrete has many advantages over steel, most notably lack of corrosion which is considered… (more)

Subjects/Keywords: FRP; concrete; fire; CFRP; reinforcement

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APA (6th Edition):

Kiari, M. A. A. (2017). Novel closed-loop FRP reinforcement for concrete to enhance fire performance. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/28871

Chicago Manual of Style (16th Edition):

Kiari, Mohamed Ahmed Abubaker. “Novel closed-loop FRP reinforcement for concrete to enhance fire performance.” 2017. Doctoral Dissertation, University of Edinburgh. Accessed April 08, 2020. http://hdl.handle.net/1842/28871.

MLA Handbook (7th Edition):

Kiari, Mohamed Ahmed Abubaker. “Novel closed-loop FRP reinforcement for concrete to enhance fire performance.” 2017. Web. 08 Apr 2020.

Vancouver:

Kiari MAA. Novel closed-loop FRP reinforcement for concrete to enhance fire performance. [Internet] [Doctoral dissertation]. University of Edinburgh; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1842/28871.

Council of Science Editors:

Kiari MAA. Novel closed-loop FRP reinforcement for concrete to enhance fire performance. [Doctoral Dissertation]. University of Edinburgh; 2017. Available from: http://hdl.handle.net/1842/28871


Delft University of Technology

10. Snel, T.W. Composite shallow foundation for subsea structures:.

Degree: 2016, Delft University of Technology

 An ventilated composite shallow foundation for subsea structures is designed. The ventilated grating configuration improves operability of the installation through the splash zone. By penetrating… (more)

Subjects/Keywords: composite; frp; grating; subsea

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APA (6th Edition):

Snel, T. W. (2016). Composite shallow foundation for subsea structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d

Chicago Manual of Style (16th Edition):

Snel, T W. “Composite shallow foundation for subsea structures:.” 2016. Masters Thesis, Delft University of Technology. Accessed April 08, 2020. http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d.

MLA Handbook (7th Edition):

Snel, T W. “Composite shallow foundation for subsea structures:.” 2016. Web. 08 Apr 2020.

Vancouver:

Snel TW. Composite shallow foundation for subsea structures:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Apr 08]. Available from: http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d.

Council of Science Editors:

Snel TW. Composite shallow foundation for subsea structures:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:5dd37abc-86e6-47bd-bf93-40ef119f0f3d


Delft University of Technology

11. Perez Gomez, I.C. Dynamic Behaviour of Large Hydraulic Structures in FRP:.

Degree: 2014, Delft University of Technology

 The demand for the reduction of maintenance of structures especially those in marine environments is increasing and more is asked of structures in terms of… (more)

Subjects/Keywords: FRP; Composite; Hydraulic Structures; Dynamics

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APA (6th Edition):

Perez Gomez, I. C. (2014). Dynamic Behaviour of Large Hydraulic Structures in FRP:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf

Chicago Manual of Style (16th Edition):

Perez Gomez, I C. “Dynamic Behaviour of Large Hydraulic Structures in FRP:.” 2014. Masters Thesis, Delft University of Technology. Accessed April 08, 2020. http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

MLA Handbook (7th Edition):

Perez Gomez, I C. “Dynamic Behaviour of Large Hydraulic Structures in FRP:.” 2014. Web. 08 Apr 2020.

Vancouver:

Perez Gomez IC. Dynamic Behaviour of Large Hydraulic Structures in FRP:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Apr 08]. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf.

Council of Science Editors:

Perez Gomez IC. Dynamic Behaviour of Large Hydraulic Structures in FRP:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:5b46c197-d2fd-4a99-9493-962c5a6ed3cf


University of Wollongong

12. Al-Baali, Ali Qasim Luaibi. Behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions.

Degree: Master of Engineering - Research, 2016, University of Wollongong

  This study provides an experimental investigation of the behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions. Four groups… (more)

Subjects/Keywords: columns; FRP tube; concrete; eccentricity

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APA (6th Edition):

Al-Baali, A. Q. L. (2016). Behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions. (Masters Thesis). University of Wollongong. Retrieved from 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4687

Chicago Manual of Style (16th Edition):

Al-Baali, Ali Qasim Luaibi. “Behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions.” 2016. Masters Thesis, University of Wollongong. Accessed April 08, 2020. 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4687.

MLA Handbook (7th Edition):

Al-Baali, Ali Qasim Luaibi. “Behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions.” 2016. Web. 08 Apr 2020.

Vancouver:

Al-Baali AQL. Behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions. [Internet] [Masters thesis]. University of Wollongong; 2016. [cited 2020 Apr 08]. Available from: 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4687.

Council of Science Editors:

Al-Baali AQL. Behaviour of fibre-reinforced polymer (FRP) tube reinforced concrete (FTRC) specimens under different loading conditions. [Masters Thesis]. University of Wollongong; 2016. Available from: 090506 Structural Engineering ; https://ro.uow.edu.au/theses/4687


University of Manitoba

13. Nabipaylashgari, Mirpayam. Shear Strength of Concrete Beams Prestressed with CFRP Cables.

Degree: Civil Engineering, 2012, University of Manitoba

 This thesis investigates the shear capacity of concrete T-beams prestressed with CFRP cables (CFCC) and contributes to the scarce research available for shear behavior of… (more)

Subjects/Keywords: Shear; FRP Prestressed Concrete

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APA (6th Edition):

Nabipaylashgari, M. (2012). Shear Strength of Concrete Beams Prestressed with CFRP Cables. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/8902

Chicago Manual of Style (16th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Masters Thesis, University of Manitoba. Accessed April 08, 2020. http://hdl.handle.net/1993/8902.

MLA Handbook (7th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Web. 08 Apr 2020.

Vancouver:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1993/8902.

Council of Science Editors:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/8902


Texas State University – San Marcos

14. Ugartechea Garcia, Ana Daniela. Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete.

Degree: MSin Technology, Industrial Technology, 2014, Texas State University – San Marcos

 Strengthening concrete structures with fiber reinforced polymers (FRP) is becoming increasingly common in construction practice. The currently available design guideline for FRP confined concrete is… (more)

Subjects/Keywords: FRP; Confined concrete; ACI

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APA (6th Edition):

Ugartechea Garcia, A. D. (2014). Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete. (Masters Thesis). Texas State University – San Marcos. Retrieved from https://digital.library.txstate.edu/handle/10877/6378

Chicago Manual of Style (16th Edition):

Ugartechea Garcia, Ana Daniela. “Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete.” 2014. Masters Thesis, Texas State University – San Marcos. Accessed April 08, 2020. https://digital.library.txstate.edu/handle/10877/6378.

MLA Handbook (7th Edition):

Ugartechea Garcia, Ana Daniela. “Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete.” 2014. Web. 08 Apr 2020.

Vancouver:

Ugartechea Garcia AD. Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete. [Internet] [Masters thesis]. Texas State University – San Marcos; 2014. [cited 2020 Apr 08]. Available from: https://digital.library.txstate.edu/handle/10877/6378.

Council of Science Editors:

Ugartechea Garcia AD. Assessment of Current ACI 440.2R-08 Design Guidelines and Evaluation of Hoop Strain in FRP Confined Concrete. [Masters Thesis]. Texas State University – San Marcos; 2014. Available from: https://digital.library.txstate.edu/handle/10877/6378


Queens University

15. Qasrawi, Yazan. The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading .

Degree: Civil Engineering, 2014, Queens University

 Blasts and impacts are two of the severest loads a structure can experience. Blast experimenters, however, have observed that the load imparted to a circular… (more)

Subjects/Keywords: Concrete; FRP; Impact; CFFT; Blast

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

APA (6th Edition):

Qasrawi, Y. (2014). The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8588

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):

Qasrawi, Yazan. “The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading .” 2014. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/8588.

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

MLA Handbook (7th Edition):

Qasrawi, Yazan. “The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading .” 2014. Web. 08 Apr 2020.

Vancouver:

Qasrawi Y. The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading . [Internet] [Thesis]. Queens University; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/8588.

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

Council of Science Editors:

Qasrawi Y. The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/8588

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


Queens University

16. Hollingshead, Kevin. The Effects of Fire on Insulated Reinforced Concrete Members Strengthened With Fibre Reinforced Polymers .

Degree: Civil Engineering, 2012, Queens University

 Given the current global crisis of deteriorating infrastructure, structural rehabilitation has been the focus of much recent research in the field of civil engineering. Consequently,… (more)

Subjects/Keywords: FRP; Reinforced Concrete; Fire

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

APA (6th Edition):

Hollingshead, K. (2012). The Effects of Fire on Insulated Reinforced Concrete Members Strengthened With Fibre Reinforced Polymers . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7238

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):

Hollingshead, Kevin. “The Effects of Fire on Insulated Reinforced Concrete Members Strengthened With Fibre Reinforced Polymers .” 2012. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/7238.

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

MLA Handbook (7th Edition):

Hollingshead, Kevin. “The Effects of Fire on Insulated Reinforced Concrete Members Strengthened With Fibre Reinforced Polymers .” 2012. Web. 08 Apr 2020.

Vancouver:

Hollingshead K. The Effects of Fire on Insulated Reinforced Concrete Members Strengthened With Fibre Reinforced Polymers . [Internet] [Thesis]. Queens University; 2012. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/7238.

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

Council of Science Editors:

Hollingshead K. The Effects of Fire on Insulated Reinforced Concrete Members Strengthened With Fibre Reinforced Polymers . [Thesis]. Queens University; 2012. Available from: http://hdl.handle.net/1974/7238

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


Queens University

17. Eedson, Robert. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .

Degree: Civil Engineering, 2013, Queens University

 The use of fibre reinforced polymer (FRP) composites for strengthening reinforced concrete structures has become increasingly popular in recent years. However, before FRPs can be… (more)

Subjects/Keywords: Tyfo; structural; Fire; engineering; FRP

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APA (6th Edition):

Eedson, R. (2013). The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8009

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):

Eedson, Robert. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2013. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/8009.

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

MLA Handbook (7th Edition):

Eedson, Robert. “The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures .” 2013. Web. 08 Apr 2020.

Vancouver:

Eedson R. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/8009.

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

Council of Science Editors:

Eedson R. The Effects of Elevated Temperatures on Fibre Reinforced Polymers for Strengthening Concrete Structures . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8009

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


Queens University

18. Qasrawi, Yazan. Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications .

Degree: Civil Engineering, 2007, Queens University

 In this study, the feasibility of utilizing the spin casting technique with structural Fibre-Reinforced Polymer (FRP) tubes and eliminating steel reinforcement is explored for the… (more)

Subjects/Keywords: FRP; flexure

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

APA (6th Edition):

Qasrawi, Y. (2007). Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/431

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):

Qasrawi, Yazan. “Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications .” 2007. Thesis, Queens University. Accessed April 08, 2020. http://hdl.handle.net/1974/431.

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

MLA Handbook (7th Edition):

Qasrawi, Yazan. “Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications .” 2007. Web. 08 Apr 2020.

Vancouver:

Qasrawi Y. Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications . [Internet] [Thesis]. Queens University; 2007. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1974/431.

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

Council of Science Editors:

Qasrawi Y. Flexural behaviour of spun-cast concrete-filled fibre reinforced polymer tubes for pole applications . [Thesis]. Queens University; 2007. Available from: http://hdl.handle.net/1974/431

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


University of Houston

19. Zou, Xingliang 1977-. Schedulability, Response Time Analysis and New Models of P-FRP Systems.

Degree: PhD, Computer Science, 2017, University of Houston

 Functional Reactive Programming (FRP) is a declarative approach for modeling and building reactive systems. FRP has been shown to be an expressive formalism for building… (more)

Subjects/Keywords: Real-time scheduling; P-FRP

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

APA (6th Edition):

Zou, X. 1. (2017). Schedulability, Response Time Analysis and New Models of P-FRP Systems. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/4791

Chicago Manual of Style (16th Edition):

Zou, Xingliang 1977-. “Schedulability, Response Time Analysis and New Models of P-FRP Systems.” 2017. Doctoral Dissertation, University of Houston. Accessed April 08, 2020. http://hdl.handle.net/10657/4791.

MLA Handbook (7th Edition):

Zou, Xingliang 1977-. “Schedulability, Response Time Analysis and New Models of P-FRP Systems.” 2017. Web. 08 Apr 2020.

Vancouver:

Zou X1. Schedulability, Response Time Analysis and New Models of P-FRP Systems. [Internet] [Doctoral dissertation]. University of Houston; 2017. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10657/4791.

Council of Science Editors:

Zou X1. Schedulability, Response Time Analysis and New Models of P-FRP Systems. [Doctoral Dissertation]. University of Houston; 2017. Available from: http://hdl.handle.net/10657/4791


University of New Mexico

20. 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 April 08, 2020. 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. 08 Apr 2020.

Vancouver:

Genedy M. A New CFRP-UHPC System for Strengthening Reinforced Concrete T-Beams. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2020 Apr 08]. 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


Texas A&M University

21. Medina, Jose. Characteristics of AFRP Bars for Prestressing Applications.

Degree: 2012, Texas A&M University

 Aramid fiber reinforced polymer (AFRP) composite materials show promise for prestressed concrete bridge applications. However, there are still some knowledge gaps due to lack of… (more)

Subjects/Keywords: AFRP bars; Prestress Concrete FRP; FRP,Creep-Rupture; Relaxtaion; Tensile

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

APA (6th Edition):

Medina, J. (2012). Characteristics of AFRP Bars for Prestressing Applications. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

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):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Thesis, Texas A&M University. Accessed April 08, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

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

MLA Handbook (7th Edition):

Medina, Jose. “Characteristics of AFRP Bars for Prestressing Applications.” 2012. Web. 08 Apr 2020.

Vancouver:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442.

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

Council of Science Editors:

Medina J. Characteristics of AFRP Bars for Prestressing Applications. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-12-10442

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


University of Alberta

22. Holden, Theresa A. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.

Degree: MS, Department of Civil and Environmental Engineering, 2012, University of Alberta

 Coped beams are susceptible to fatigue cracking in the web at the cope radius when subjected to tension in the coped region. Use of an… (more)

Subjects/Keywords: Fatigue; Steel; CFRP; Structural; FRP; Coped

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

APA (6th Edition):

Holden, T. A. (2012). Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/zc77sr43q

Chicago Manual of Style (16th Edition):

Holden, Theresa A. “Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.” 2012. Masters Thesis, University of Alberta. Accessed April 08, 2020. https://era.library.ualberta.ca/files/zc77sr43q.

MLA Handbook (7th Edition):

Holden, Theresa A. “Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers.” 2012. Web. 08 Apr 2020.

Vancouver:

Holden TA. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2020 Apr 08]. Available from: https://era.library.ualberta.ca/files/zc77sr43q.

Council of Science Editors:

Holden TA. Fatigue Rehabilitation of Coped Steel Beams Using Carbon Fibre Reinforced Polymers. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/zc77sr43q


Anna University

23. Antony Arul Prakash M D. The static impact and vibration behaviour of frp honeycomb core sandwich composites; -.

Degree: Mechanical Engineering, 2014, Anna University

Sandwich structured composites are a special class of composite newlinematerials which have become very popular due to their high specific strength newlineand bending stiffness Sandwich… (more)

Subjects/Keywords: frp honeycomb core; mechanical engineering; static impact

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APA (6th Edition):

D, A. A. P. M. (2014). The static impact and vibration behaviour of frp honeycomb core sandwich composites; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/25228

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):

D, Antony Arul Prakash M. “The static impact and vibration behaviour of frp honeycomb core sandwich composites; -.” 2014. Thesis, Anna University. Accessed April 08, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/25228.

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

MLA Handbook (7th Edition):

D, Antony Arul Prakash M. “The static impact and vibration behaviour of frp honeycomb core sandwich composites; -.” 2014. Web. 08 Apr 2020.

Vancouver:

D AAPM. The static impact and vibration behaviour of frp honeycomb core sandwich composites; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Apr 08]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25228.

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

Council of Science Editors:

D AAPM. The static impact and vibration behaviour of frp honeycomb core sandwich composites; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/25228

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


North Carolina State University

24. Wu, Zhenhua. Prestressed FRP Tubular Deck System.

Degree: M, Civil Engineering, 2003, North Carolina State University

 An experimental and analytical study was undertaken to assess the behavior of a new FRP deck system. The deck consists of a series of pultruted… (more)

Subjects/Keywords: FRP; Deck; ANSYS

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

APA (6th Edition):

Wu, Z. (2003). Prestressed FRP Tubular Deck System. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2188

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, Zhenhua. “Prestressed FRP Tubular Deck System.” 2003. Thesis, North Carolina State University. Accessed April 08, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2188.

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

MLA Handbook (7th Edition):

Wu, Zhenhua. “Prestressed FRP Tubular Deck System.” 2003. Web. 08 Apr 2020.

Vancouver:

Wu Z. Prestressed FRP Tubular Deck System. [Internet] [Thesis]. North Carolina State University; 2003. [cited 2020 Apr 08]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2188.

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

Council of Science Editors:

Wu Z. Prestressed FRP Tubular Deck System. [Thesis]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2188

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


North Carolina State University

25. Wylie, John Curtis. Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading.

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

 Unreinforced masonry (URM) structures comprise a considerable proportion of the building stock worldwide. However, these structures generally do not behave well under extreme wind or… (more)

Subjects/Keywords: orthogonal; masonry; Near surface mounted; FRP

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APA (6th Edition):

Wylie, J. C. (2009). Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2462

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):

Wylie, John Curtis. “Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading.” 2009. Thesis, North Carolina State University. Accessed April 08, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2462.

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

MLA Handbook (7th Edition):

Wylie, John Curtis. “Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading.” 2009. Web. 08 Apr 2020.

Vancouver:

Wylie JC. Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 Apr 08]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2462.

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

Council of Science Editors:

Wylie JC. Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2462

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


Louisiana State University

26. Xia, Miao. Time-variant performance assessment and improvement of existing bridges.

Degree: PhD, Civil and Environmental Engineering, 2013, Louisiana State University

 The serviceability and safety of buildings and bridges are expected to be maintained within a reasonable safety level throughout their lifetimes. However, the increase of… (more)

Subjects/Keywords: bridges; FRP; reliability; extreme value; time-variant

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

APA (6th Edition):

Xia, M. (2013). Time-variant performance assessment and improvement of existing bridges. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018

Chicago Manual of Style (16th Edition):

Xia, Miao. “Time-variant performance assessment and improvement of existing bridges.” 2013. Doctoral Dissertation, Louisiana State University. Accessed April 08, 2020. etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018.

MLA Handbook (7th Edition):

Xia, Miao. “Time-variant performance assessment and improvement of existing bridges.” 2013. Web. 08 Apr 2020.

Vancouver:

Xia M. Time-variant performance assessment and improvement of existing bridges. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2020 Apr 08]. Available from: etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018.

Council of Science Editors:

Xia M. Time-variant performance assessment and improvement of existing bridges. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-04132013-022208 ; https://digitalcommons.lsu.edu/gradschool_dissertations/4018


Louisiana State University

27. Nair, Archana. Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique.

Degree: PhD, Civil and Environmental Engineering, 2011, Louisiana State University

 With the increased use of fiber reinforced polymer (FRP) based structural systems for rehabilitation of existing and construction of new bridges there is a requirement… (more)

Subjects/Keywords: FRP; acoustic emission; pattern recognition; bridges

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

APA (6th Edition):

Nair, A. (2011). Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029

Chicago Manual of Style (16th Edition):

Nair, Archana. “Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique.” 2011. Doctoral Dissertation, Louisiana State University. Accessed April 08, 2020. etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029.

MLA Handbook (7th Edition):

Nair, Archana. “Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique.” 2011. Web. 08 Apr 2020.

Vancouver:

Nair A. Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique. [Internet] [Doctoral dissertation]. Louisiana State University; 2011. [cited 2020 Apr 08]. Available from: etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029.

Council of Science Editors:

Nair A. Damage detection and identification in fiber reinforced plastic structural members and field bridges using acoustic emission technique. [Doctoral Dissertation]. Louisiana State University; 2011. Available from: etd-04272011-135511 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3029


Université de Sherbrooke

28. Afifi, Mohammad. Behavior of circular concrete columns reinforced with FRP bars and stirrups .

Degree: 2013, Université de Sherbrooke

 The behavior of concrete members reinforced with fiber reinforced polymer (FRP) bars has been the focus of many studies in recent years. Nowadays, several codes… (more)

Subjects/Keywords: Circular concrete columns; FRP bars and stirrups

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

APA (6th Edition):

Afifi, M. (2013). Behavior of circular concrete columns reinforced with FRP bars and stirrups . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/6112

Chicago Manual of Style (16th Edition):

Afifi, Mohammad. “Behavior of circular concrete columns reinforced with FRP bars and stirrups .” 2013. Doctoral Dissertation, Université de Sherbrooke. Accessed April 08, 2020. http://hdl.handle.net/11143/6112.

MLA Handbook (7th Edition):

Afifi, Mohammad. “Behavior of circular concrete columns reinforced with FRP bars and stirrups .” 2013. Web. 08 Apr 2020.

Vancouver:

Afifi M. Behavior of circular concrete columns reinforced with FRP bars and stirrups . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2013. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/11143/6112.

Council of Science Editors:

Afifi M. Behavior of circular concrete columns reinforced with FRP bars and stirrups . [Doctoral Dissertation]. Université de Sherbrooke; 2013. Available from: http://hdl.handle.net/11143/6112


University of Illinois – Chicago

29. Alsharif, Fadi. Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars.

Degree: 2014, University of Illinois – Chicago

 The implementation of Basalt Fiber Reinforced Polymers (BFRP) in bridge decks supported on girders, where deflection is not an issue, has the potential to offer… (more)

Subjects/Keywords: FRP; BFRP; Lightweight Concrete; Bridge Deck

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

APA (6th Edition):

Alsharif, F. (2014). Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19046

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):

Alsharif, Fadi. “Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars.” 2014. Thesis, University of Illinois – Chicago. Accessed April 08, 2020. http://hdl.handle.net/10027/19046.

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

MLA Handbook (7th Edition):

Alsharif, Fadi. “Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars.” 2014. Web. 08 Apr 2020.

Vancouver:

Alsharif F. Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars. [Internet] [Thesis]. University of Illinois – Chicago; 2014. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/10027/19046.

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

Council of Science Editors:

Alsharif F. Structural Behavior of Lightweight Concrete Bridge Deck Slabs Reinforced with Basalt FRP Bars. [Thesis]. University of Illinois – Chicago; 2014. Available from: http://hdl.handle.net/10027/19046

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

30. Sommer, Renee. Fiber reinforced polymer (FRP) pultruded shape structural connections.

Degree: MS, Department of Architectural Engineering and Construction Science, 2011, Kansas State University

 This report discusses the two main types of structural connections used for fiber reinforced polymer (FRP) pultruded shapes, which are mechanical and bonded connections. The… (more)

Subjects/Keywords: FRP shapes; Connections; Architectural engineering (0462)

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

APA (6th Edition):

Sommer, R. (2011). Fiber reinforced polymer (FRP) pultruded shape structural connections. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13123

Chicago Manual of Style (16th Edition):

Sommer, Renee. “Fiber reinforced polymer (FRP) pultruded shape structural connections.” 2011. Masters Thesis, Kansas State University. Accessed April 08, 2020. http://hdl.handle.net/2097/13123.

MLA Handbook (7th Edition):

Sommer, Renee. “Fiber reinforced polymer (FRP) pultruded shape structural connections.” 2011. Web. 08 Apr 2020.

Vancouver:

Sommer R. Fiber reinforced polymer (FRP) pultruded shape structural connections. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2020 Apr 08]. Available from: http://hdl.handle.net/2097/13123.

Council of Science Editors:

Sommer R. Fiber reinforced polymer (FRP) pultruded shape structural connections. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/13123

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