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You searched for +publisher:"University of Houston" +contributor:("Dawood, Mina"). Showing records 1 – 14 of 14 total matches.

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University of Houston

1. Chaleva Ntina, Chrysanthi 1985-. Stereo Calibration of Depth Sensors with 3D Correspondences and Smooth Interpolants.

Degree: Computer Science, Department of, 2013, University of Houston

 The Microsoft Kinect is a novel sensor that besides color images, also returns the actual distance of a captured scene from the camera. Its depth… (more)

Subjects/Keywords: computer graphics; computer vision; microsoft kinect; stereo calibration; thin plate splines; point cloud; depth sensor calibration; non-rigid registration; Computer science

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APA (6th Edition):

Chaleva Ntina, C. 1. (2013). Stereo Calibration of Depth Sensors with 3D Correspondences and Smooth Interpolants. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/976

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):

Chaleva Ntina, Chrysanthi 1985-. “Stereo Calibration of Depth Sensors with 3D Correspondences and Smooth Interpolants.” 2013. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/976.

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

MLA Handbook (7th Edition):

Chaleva Ntina, Chrysanthi 1985-. “Stereo Calibration of Depth Sensors with 3D Correspondences and Smooth Interpolants.” 2013. Web. 22 Sep 2019.

Vancouver:

Chaleva Ntina C1. Stereo Calibration of Depth Sensors with 3D Correspondences and Smooth Interpolants. [Internet] [Thesis]. University of Houston; 2013. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/976.

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

Council of Science Editors:

Chaleva Ntina C1. Stereo Calibration of Depth Sensors with 3D Correspondences and Smooth Interpolants. [Thesis]. University of Houston; 2013. Available from: http://hdl.handle.net/10657/976

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


University of Houston

2. Gurbuz, Muhammed. MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 In designing low-rise metal building systems, column-base connections are commonly assumed to be pinned with no rotational stiffness for both serviceability and strength limit states;… (more)

Subjects/Keywords: Base plate; stiffness; pinned; steel; column; low-rise; metal buildings; connection; web tapered

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APA (6th Edition):

Gurbuz, M. (2014). MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1456

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):

Gurbuz, Muhammed. “MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS.” 2014. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/1456.

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

MLA Handbook (7th Edition):

Gurbuz, Muhammed. “MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS.” 2014. Web. 22 Sep 2019.

Vancouver:

Gurbuz M. MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/1456.

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

Council of Science Editors:

Gurbuz M. MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1456

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


University of Houston

3. Berka, Vladimir M. Finite Element Analysis of FRP-to-Steel Bonded Joints with Various Non-Linear Traction Separation Laws.

Degree: Civil and Environmental Engineering, Department of, 2018, University of Houston

 This thesis presents the findings of a parametric study using a finite element analysis to investigate the influences of various traction-separation relationships on the behavior… (more)

Subjects/Keywords: Traction-Separation; Cohesive Zone Model; FRP; Composites

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APA (6th Edition):

Berka, V. M. (2018). Finite Element Analysis of FRP-to-Steel Bonded Joints with Various Non-Linear Traction Separation Laws. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3507

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):

Berka, Vladimir M. “Finite Element Analysis of FRP-to-Steel Bonded Joints with Various Non-Linear Traction Separation Laws.” 2018. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/3507.

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

MLA Handbook (7th Edition):

Berka, Vladimir M. “Finite Element Analysis of FRP-to-Steel Bonded Joints with Various Non-Linear Traction Separation Laws.” 2018. Web. 22 Sep 2019.

Vancouver:

Berka VM. Finite Element Analysis of FRP-to-Steel Bonded Joints with Various Non-Linear Traction Separation Laws. [Internet] [Thesis]. University of Houston; 2018. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/3507.

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

Council of Science Editors:

Berka VM. Finite Element Analysis of FRP-to-Steel Bonded Joints with Various Non-Linear Traction Separation Laws. [Thesis]. University of Houston; 2018. Available from: http://hdl.handle.net/10657/3507

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


University of Houston

4. Russian-Aranda, Oswaldo Jose. Case and Parametric Study on the Collapse of the USS Salem Wharf.

Degree: Civil and Environmental Engineering, Department of, 2016, University of Houston

 The research presented herein has two principal objectives, which are (i) to develop a numerical framework to predict the collapse load of highly redundant structures… (more)

Subjects/Keywords: Structures; Performance; Collapse; Buckling; Substructure; Corrosion

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APA (6th Edition):

Russian-Aranda, O. J. (2016). Case and Parametric Study on the Collapse of the USS Salem Wharf. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3572

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):

Russian-Aranda, Oswaldo Jose. “Case and Parametric Study on the Collapse of the USS Salem Wharf.” 2016. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/3572.

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

MLA Handbook (7th Edition):

Russian-Aranda, Oswaldo Jose. “Case and Parametric Study on the Collapse of the USS Salem Wharf.” 2016. Web. 22 Sep 2019.

Vancouver:

Russian-Aranda OJ. Case and Parametric Study on the Collapse of the USS Salem Wharf. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/3572.

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

Council of Science Editors:

Russian-Aranda OJ. Case and Parametric Study on the Collapse of the USS Salem Wharf. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3572

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


University of Houston

5. Mohammed, Zeeshan Akther. Modeling the Pre-Existing Cracks at the Base of High Mast Illumination Poles.

Degree: Civil and Environmental Engineering, Department of, 2018, University of Houston

 The High Mast Illumination poles (HMIPs) in Texas are subjected to galvanization induced cracks at the shaft to base plate connection. The major load that… (more)

Subjects/Keywords: Crack growth; S-N curve

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APA (6th Edition):

Mohammed, Z. A. (2018). Modeling the Pre-Existing Cracks at the Base of High Mast Illumination Poles. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3593

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):

Mohammed, Zeeshan Akther. “Modeling the Pre-Existing Cracks at the Base of High Mast Illumination Poles.” 2018. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/3593.

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

MLA Handbook (7th Edition):

Mohammed, Zeeshan Akther. “Modeling the Pre-Existing Cracks at the Base of High Mast Illumination Poles.” 2018. Web. 22 Sep 2019.

Vancouver:

Mohammed ZA. Modeling the Pre-Existing Cracks at the Base of High Mast Illumination Poles. [Internet] [Thesis]. University of Houston; 2018. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/3593.

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

Council of Science Editors:

Mohammed ZA. Modeling the Pre-Existing Cracks at the Base of High Mast Illumination Poles. [Thesis]. University of Houston; 2018. Available from: http://hdl.handle.net/10657/3593

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


University of Houston

6. Sahin, Mehmet Ugur. BOND BEHAVIOR BETWEEN STEEL AND HIGH MODULUS CFRP PLATES AT MODERATLEY ELEVATED TEMPERATURES.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 This thesis presents the findings of a research study that was conducted to assess the effect of moderately elevated temperatures, up to 50 °C, on… (more)

Subjects/Keywords: High modulus carbon fiber reinforced polymer; steel structures; moderately elevated temperatures; bond

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APA (6th Edition):

Sahin, M. U. (2014). BOND BEHAVIOR BETWEEN STEEL AND HIGH MODULUS CFRP PLATES AT MODERATLEY ELEVATED TEMPERATURES. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1647

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):

Sahin, Mehmet Ugur. “BOND BEHAVIOR BETWEEN STEEL AND HIGH MODULUS CFRP PLATES AT MODERATLEY ELEVATED TEMPERATURES.” 2014. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/1647.

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

MLA Handbook (7th Edition):

Sahin, Mehmet Ugur. “BOND BEHAVIOR BETWEEN STEEL AND HIGH MODULUS CFRP PLATES AT MODERATLEY ELEVATED TEMPERATURES.” 2014. Web. 22 Sep 2019.

Vancouver:

Sahin MU. BOND BEHAVIOR BETWEEN STEEL AND HIGH MODULUS CFRP PLATES AT MODERATLEY ELEVATED TEMPERATURES. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/1647.

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

Council of Science Editors:

Sahin MU. BOND BEHAVIOR BETWEEN STEEL AND HIGH MODULUS CFRP PLATES AT MODERATLEY ELEVATED TEMPERATURES. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1647

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


University of Houston

7. Kaya, Ali. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 Many bridges and structures in the United States that are supported on steel piles exhibit inadequate strength due to increasing load demand and aging due… (more)

Subjects/Keywords: Confinement; expansive concrete; glass fiber reinforced polymer (GFRP); FRP confined concrete; buckled steel pile and repairing

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APA (6th Edition):

Kaya, A. (2014). AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1653

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):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/1653.

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

MLA Handbook (7th Edition):

Kaya, Ali. “AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET.” 2014. Web. 22 Sep 2019.

Vancouver:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/1653.

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

Council of Science Editors:

Kaya A. AN EXPERIMENTAL STUDY ON REPAIR OF STEEL BRIDGE PILES USING GFRP CONCRETE-FILLED JACKET. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1653

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


University of Houston

8. Forouzannia, Faranak. CALIBRATION OF PHI FACTORS FOR PRESTRESSED BRIDGE GIRDERS.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 Calibration of the flexural resistance factors in the American Association of State Highway and Transportation Official’s (AASHTO) Load and Resistance Factor Design (LRFD) format is… (more)

Subjects/Keywords: Load and resistance factor design; reliability; composite material

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APA (6th Edition):

Forouzannia, F. (2014). CALIBRATION OF PHI FACTORS FOR PRESTRESSED BRIDGE GIRDERS. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1658

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):

Forouzannia, Faranak. “CALIBRATION OF PHI FACTORS FOR PRESTRESSED BRIDGE GIRDERS.” 2014. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/1658.

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

MLA Handbook (7th Edition):

Forouzannia, Faranak. “CALIBRATION OF PHI FACTORS FOR PRESTRESSED BRIDGE GIRDERS.” 2014. Web. 22 Sep 2019.

Vancouver:

Forouzannia F. CALIBRATION OF PHI FACTORS FOR PRESTRESSED BRIDGE GIRDERS. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/1658.

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

Council of Science Editors:

Forouzannia F. CALIBRATION OF PHI FACTORS FOR PRESTRESSED BRIDGE GIRDERS. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1658

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


University of Houston

9. Kavoura, Florentia. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.

Degree: Civil and Environmental Engineering, Department of, 2016, University of Houston

 In the past few decades, the popularity of metal buildings has grown immensely and today, they are extensively used for low-rise constructions in United States.… (more)

Subjects/Keywords: Low-rise metal buildings; Base-plate connection; Rotational stiffness; Moment capacity; Hysteretic behavior; Design codes; Parametric study; Numerical modelling; Full-scale experiments

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APA (6th Edition):

Kavoura, F. (2016). Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3536

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):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/3536.

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

MLA Handbook (7th Edition):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Web. 22 Sep 2019.

Vancouver:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/3536.

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

Council of Science Editors:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3536

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


University of Houston

10. Yang, Guozhen. Development of Sustainable and Degradable Thermosets and Elastomers.

Degree: Chemical and Biomolecular Engineering, Department of, 2016, University of Houston

 The development of renewable energy and material sources is of utmost importance due to the finite supply of petroleum and environmental implications of petroleum processing.… (more)

Subjects/Keywords: biorenewable; degradable; epoxy; thiol-ene; phenolic acid; soybean oil

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APA (6th Edition):

Yang, G. (2016). Development of Sustainable and Degradable Thermosets and Elastomers. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3610

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):

Yang, Guozhen. “Development of Sustainable and Degradable Thermosets and Elastomers.” 2016. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/3610.

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

MLA Handbook (7th Edition):

Yang, Guozhen. “Development of Sustainable and Degradable Thermosets and Elastomers.” 2016. Web. 22 Sep 2019.

Vancouver:

Yang G. Development of Sustainable and Degradable Thermosets and Elastomers. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/3610.

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

Council of Science Editors:

Yang G. Development of Sustainable and Degradable Thermosets and Elastomers. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3610

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


University of Houston

11. Li, Qian 1982-. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.

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

 Reinforced concrete (RC) bridge columns, specifically in the skewed and horizontally curved bridges, the bridges with unequal spans or column heights, and the bridges with… (more)

Subjects/Keywords: RC bridge columns; cyclic load; damage index; ductility; interaction; cross sectional shape; square; oval; Civil engineering

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APA (6th Edition):

Li, Q. 1. (2012). Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/851

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

Chicago Manual of Style (16th Edition):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/851.

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

MLA Handbook (7th Edition):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Web. 22 Sep 2019.

Vancouver:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Internet] [Thesis]. University of Houston; 2012. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/851.

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

Council of Science Editors:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/851

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


University of Houston

12. -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 September 22, 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. 22 Sep 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 Sep 22]. 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

13. -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 September 22, 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. 22 Sep 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 Sep 22]. 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

14. Beizaee, Shahriyar 1985-. CONSTITUTIVE MODELING AND NUMERICAL IMPLEMENTATION OF BRITTLE AND DUCTILE MATERIAL BEHAVIOR WITH THE AID OF INELASTIC XFEM AND DAMAGE-PLASTICITY MODELS.

Degree: Civil and Environmental Engineering, Department of, 2013, University of Houston

 Constitutive equations establish the relationship between kinetic with kinematic quantities to characterize the specific properties of the material. Mechanical constitutive relations are formulated to describe… (more)

Subjects/Keywords: Inelastic XFEM; Damage-Plasticity; DIC

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

APA (6th Edition):

Beizaee, S. 1. (2013). CONSTITUTIVE MODELING AND NUMERICAL IMPLEMENTATION OF BRITTLE AND DUCTILE MATERIAL BEHAVIOR WITH THE AID OF INELASTIC XFEM AND DAMAGE-PLASTICITY MODELS. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1213

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):

Beizaee, Shahriyar 1985-. “CONSTITUTIVE MODELING AND NUMERICAL IMPLEMENTATION OF BRITTLE AND DUCTILE MATERIAL BEHAVIOR WITH THE AID OF INELASTIC XFEM AND DAMAGE-PLASTICITY MODELS.” 2013. Thesis, University of Houston. Accessed September 22, 2019. http://hdl.handle.net/10657/1213.

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

MLA Handbook (7th Edition):

Beizaee, Shahriyar 1985-. “CONSTITUTIVE MODELING AND NUMERICAL IMPLEMENTATION OF BRITTLE AND DUCTILE MATERIAL BEHAVIOR WITH THE AID OF INELASTIC XFEM AND DAMAGE-PLASTICITY MODELS.” 2013. Web. 22 Sep 2019.

Vancouver:

Beizaee S1. CONSTITUTIVE MODELING AND NUMERICAL IMPLEMENTATION OF BRITTLE AND DUCTILE MATERIAL BEHAVIOR WITH THE AID OF INELASTIC XFEM AND DAMAGE-PLASTICITY MODELS. [Internet] [Thesis]. University of Houston; 2013. [cited 2019 Sep 22]. Available from: http://hdl.handle.net/10657/1213.

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

Council of Science Editors:

Beizaee S1. CONSTITUTIVE MODELING AND NUMERICAL IMPLEMENTATION OF BRITTLE AND DUCTILE MATERIAL BEHAVIOR WITH THE AID OF INELASTIC XFEM AND DAMAGE-PLASTICITY MODELS. [Thesis]. University of Houston; 2013. Available from: http://hdl.handle.net/10657/1213

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

.