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You searched for +publisher:"University of Houston" +contributor:("Ayoub, Ashraf S."). Showing records 1 – 7 of 7 total matches.

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University of Houston

1. Pakeetharan, Srisothinathan. CHARACTERIZATION OF SENSING REPAIR MATERIALS.

Degree: Civil and Environmental Engineering, Department of, 2012, University of Houston

 In order to monitor construction, repairs, and maintenance of various types of structures, it is critical to develop materials used for structural applications with sensing… (more)

Subjects/Keywords: self-sensing; repair material; polymeric grout; cement grout; piezoresistivity; real time monitoring; low stress monitoring; stress-resistivity model; Civil engineering

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

APA (6th Edition):

Pakeetharan, S. (2012). CHARACTERIZATION OF SENSING REPAIR MATERIALS. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/777

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):

Pakeetharan, Srisothinathan. “CHARACTERIZATION OF SENSING REPAIR MATERIALS.” 2012. Thesis, University of Houston. Accessed October 15, 2019. http://hdl.handle.net/10657/777.

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

MLA Handbook (7th Edition):

Pakeetharan, Srisothinathan. “CHARACTERIZATION OF SENSING REPAIR MATERIALS.” 2012. Web. 15 Oct 2019.

Vancouver:

Pakeetharan S. CHARACTERIZATION OF SENSING REPAIR MATERIALS. [Internet] [Thesis]. University of Houston; 2012. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10657/777.

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

Council of Science Editors:

Pakeetharan S. CHARACTERIZATION OF SENSING REPAIR MATERIALS. [Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/777

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


University of Houston

2. -6245-6909. Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields.

Degree: Civil and Environmental Engineering, Department of, 2015, University of Houston

 Well established analytical models and design guidelines are already available for analyzing and designing FRP strengthened structures under flexural and axial-confinement actions. However, the understanding… (more)

Subjects/Keywords: Constitutive Modeling; FRP; Concrete; Shear Design

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

APA (6th Edition):

-6245-6909. (2015). Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/2000

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

Chicago Manual of Style (16th Edition):

-6245-6909. “Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields.” 2015. Thesis, University of Houston. Accessed October 15, 2019. http://hdl.handle.net/10657/2000.

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

MLA Handbook (7th Edition):

-6245-6909. “Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields.” 2015. Web. 15 Oct 2019.

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

Vancouver:

-6245-6909. Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields. [Internet] [Thesis]. University of Houston; 2015. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10657/2000.

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

Council of Science Editors:

-6245-6909. Material Laws of Frp Strengthened Reinforced Concrete under Uniaxial Tension and Biaxial Tension-Compression Stress Fields. [Thesis]. University of Houston; 2015. Available from: http://hdl.handle.net/10657/2000

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


University of Houston

3. Sunder, Shiva 1986-. Development and Characterization of Grouts for Sealing and Sensing Applications.

Degree: Civil and Environmental Engineering, Department of, 2012, University of Houston

 Greater use of cement and polymeric grouts in sealing applications demands further enhancement in the physical, mechanical and sensing properties from the time of mixing… (more)

Subjects/Keywords: Grout; Acrylamide; Acrylic; Cement; Dielectric Constant; Infiltration; Inflow; Grouted Sand; Model; Civil engineering

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

APA (6th Edition):

Sunder, S. 1. (2012). Development and Characterization of Grouts for Sealing and Sensing Applications. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/860

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):

Sunder, Shiva 1986-. “Development and Characterization of Grouts for Sealing and Sensing Applications.” 2012. Thesis, University of Houston. Accessed October 15, 2019. http://hdl.handle.net/10657/860.

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

MLA Handbook (7th Edition):

Sunder, Shiva 1986-. “Development and Characterization of Grouts for Sealing and Sensing Applications.” 2012. Web. 15 Oct 2019.

Vancouver:

Sunder S1. Development and Characterization of Grouts for Sealing and Sensing Applications. [Internet] [Thesis]. University of Houston; 2012. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10657/860.

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

Council of Science Editors:

Sunder S1. Development and Characterization of Grouts for Sealing and Sensing Applications. [Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/860

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


University of Houston

4. -8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.

Degree: Civil and Environmental Engineering, Department of, 2015, University of Houston

 This dissertation presents the findings of an experimental and numerical research study that was conducted to study the behavior of corroded steel bridge piles that… (more)

Subjects/Keywords: Corroded Steel Bridge Piles; Underwater Rehabilitation; FRP Jacketing; FRP-Confined Grout

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APA (6th Edition):

-8523-8680. (2015). FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1994

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

Chicago Manual of Style (16th Edition):

-8523-8680. “FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.” 2015. Thesis, University of Houston. Accessed October 15, 2019. http://hdl.handle.net/10657/1994.

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

MLA Handbook (7th Edition):

-8523-8680. “FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles.” 2015. Web. 15 Oct 2019.

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

Vancouver:

-8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. [Internet] [Thesis]. University of Houston; 2015. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10657/1994.

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

Council of Science Editors:

-8523-8680. FRP-Confined Grout Systems for Underwater Rehabilitation of Corroded Steel Bridge Piles. [Thesis]. University of Houston; 2015. Available from: http://hdl.handle.net/10657/1994

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


University of Houston

5. -4926-9839. Interface Fracture in Masonry Composites: A Lattice Approach.

Degree: Civil and Environmental Engineering, Department of, 2015, University of Houston

 The brick-mortar bond or interface is often the weakest link in the masonry composites. The localization of fracture processes at this bi-material interface plays an… (more)

Subjects/Keywords: Masonry Composites; Lattice Model; Fracture Mechanics; Interface

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APA (6th Edition):

-4926-9839. (2015). Interface Fracture in Masonry Composites: A Lattice Approach. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1995

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

Chicago Manual of Style (16th Edition):

-4926-9839. “Interface Fracture in Masonry Composites: A Lattice Approach.” 2015. Thesis, University of Houston. Accessed October 15, 2019. http://hdl.handle.net/10657/1995.

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

MLA Handbook (7th Edition):

-4926-9839. “Interface Fracture in Masonry Composites: A Lattice Approach.” 2015. Web. 15 Oct 2019.

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

Vancouver:

-4926-9839. Interface Fracture in Masonry Composites: A Lattice Approach. [Internet] [Thesis]. University of Houston; 2015. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10657/1995.

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

Council of Science Editors:

-4926-9839. Interface Fracture in Masonry Composites: A Lattice Approach. [Thesis]. University of Houston; 2015. Available from: http://hdl.handle.net/10657/1995

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


University of Houston

6. Labib, Emad. Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders.

Degree: Civil and Environmental Engineering, Department of, 2012, University of Houston

 A simple semi-empirical set of equations was developed at the University of Houston (UH) to predict the shear strength of PC I-girders with normal-strength concrete.… (more)

Subjects/Keywords: High strength concrete; Prestressed I-Girders; Shear; Bond; Large scale tests; Civil engineering

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

APA (6th Edition):

Labib, E. (2012). Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/828

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):

Labib, Emad. “Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders.” 2012. Thesis, University of Houston. Accessed October 15, 2019. http://hdl.handle.net/10657/828.

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

MLA Handbook (7th Edition):

Labib, Emad. “Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders.” 2012. Web. 15 Oct 2019.

Vancouver:

Labib E. Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders. [Internet] [Thesis]. University of Houston; 2012. [cited 2019 Oct 15]. Available from: http://hdl.handle.net/10657/828.

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

Council of Science Editors:

Labib E. Shear Behavior and Design of High Strength Concrete Prestressed Bridge Girders. [Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/828

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


University of Houston

7. -6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.

Degree: Civil and Environmental Engineering, Department of, 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: FRP; Strengthening; RC; Shear Modeling

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

APA (6th Edition):

-6855-534X. (n.d.). Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. (Thesis). 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.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

-6855-534X. “Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.” Thesis, University of Houston. Accessed October 15, 2019. 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.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

-6855-534X. “Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear.” Web. 15 Oct 2019.

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] [Thesis]. University of Houston; [cited 2019 Oct 15]. 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
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

-6855-534X. Behavior of FRP Strengthened Concrete Panel Elements Subjected to Pure Shear. [Thesis]. 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
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

.