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You searched for +publisher:"University of Illinois – Chicago" +contributor:("Shabana, Ahmed"). Showing records 1 – 30 of 41 total matches.

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University of Illinois – Chicago

1. Joshi, Chaitanya. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.

Degree: 2016, University of Illinois – Chicago

 With the advent of faster trains and changing railway technology, ensuring passenger safety and comfort has become an important area of research in the rail… (more)

Subjects/Keywords: Finite element method; multibody dynamics; oating frame of reference; vibration analysis

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APA (6th Edition):

Joshi, C. (2016). 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20797

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):

Joshi, Chaitanya. “3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/20797.

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

MLA Handbook (7th Edition):

Joshi, Chaitanya. “3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.” 2016. Web. 22 Jan 2021.

Vancouver:

Joshi C. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/20797.

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

Council of Science Editors:

Joshi C. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20797

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


University of Illinois – Chicago

2. Desai, Chintan Janak. Generalization of Strain Split Method for Locking Alleviation of Initially Curved Structures.

Degree: 2018, University of Illinois – Chicago

 This thesis discusses the generalization of the strain-split method (SSM) for the locking alleviation of curved structures. The generalization is achieved by using proper definitions… (more)

Subjects/Keywords: ANCF benchmarking; locking problems; strain split method; beam structures; plate structures; Multi-Body Dynamics; Poisson locking

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APA (6th Edition):

Desai, C. J. (2018). Generalization of Strain Split Method for Locking Alleviation of Initially Curved Structures. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23336

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):

Desai, Chintan Janak. “Generalization of Strain Split Method for Locking Alleviation of Initially Curved Structures.” 2018. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/23336.

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

MLA Handbook (7th Edition):

Desai, Chintan Janak. “Generalization of Strain Split Method for Locking Alleviation of Initially Curved Structures.” 2018. Web. 22 Jan 2021.

Vancouver:

Desai CJ. Generalization of Strain Split Method for Locking Alleviation of Initially Curved Structures. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/23336.

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

Council of Science Editors:

Desai CJ. Generalization of Strain Split Method for Locking Alleviation of Initially Curved Structures. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/23336

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


University of Illinois – Chicago

3. Grossi, Emanuele. Calculation of the Forced Response of a Turbine Bladed Disk with Underplatform Dampers.

Degree: 2016, University of Illinois – Chicago

 The study of the dynamic behavior of turbine bladed disks is a topic of great importance. The fluid flowing through the vanes generates an excitation… (more)

Subjects/Keywords: Underplatform Dampers; Turbine; Bladed Disk; Jacobian Matrix

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APA (6th Edition):

Grossi, E. (2016). Calculation of the Forced Response of a Turbine Bladed Disk with Underplatform Dampers. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21261

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):

Grossi, Emanuele. “Calculation of the Forced Response of a Turbine Bladed Disk with Underplatform Dampers.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/21261.

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

MLA Handbook (7th Edition):

Grossi, Emanuele. “Calculation of the Forced Response of a Turbine Bladed Disk with Underplatform Dampers.” 2016. Web. 22 Jan 2021.

Vancouver:

Grossi E. Calculation of the Forced Response of a Turbine Bladed Disk with Underplatform Dampers. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/21261.

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

Council of Science Editors:

Grossi E. Calculation of the Forced Response of a Turbine Bladed Disk with Underplatform Dampers. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21261

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


University of Illinois – Chicago

4. Kulkarni, Shubhankar S. ANCF Analysis of Multibody Pantograph/ Catenary Systems.

Degree: 2016, University of Illinois – Chicago

 The high speed trains today most commonly use pantograph-catenary systems for power delivery. The dynamics of the pantograph-catenary system plays a crucial role in the… (more)

Subjects/Keywords: Multibody systems dynamics; absolute nodal coordinate formulation; pantograph/catenary interaction; wheels/rail contact; aerodynamic forces

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APA (6th Edition):

Kulkarni, S. S. (2016). ANCF Analysis of Multibody Pantograph/ Catenary Systems. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20858

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):

Kulkarni, Shubhankar S. “ANCF Analysis of Multibody Pantograph/ Catenary Systems.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/20858.

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

MLA Handbook (7th Edition):

Kulkarni, Shubhankar S. “ANCF Analysis of Multibody Pantograph/ Catenary Systems.” 2016. Web. 22 Jan 2021.

Vancouver:

Kulkarni SS. ANCF Analysis of Multibody Pantograph/ Catenary Systems. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/20858.

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

Council of Science Editors:

Kulkarni SS. ANCF Analysis of Multibody Pantograph/ Catenary Systems. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20858

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


University of Illinois – Chicago

5. Patel, Mohil D. Integration of a Continuum-Based Finite Element Tire Modeling Framework in Multibody Dynamics Algorithms.

Degree: 2018, University of Illinois – Chicago

 Flexible multibody systems (MBS) are systems of interconnected rigid and flexible bodies and are typically characterized by large reference translations and rotations. Examples of such… (more)

Subjects/Keywords: Flexible multibody dynamics; tires; nonlinear finite element analysis; absolute nodal coordinate formulation; large deformation; vehicle dynamics; floating frame of reference; constrained mechanical systems; computational geometry

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APA (6th Edition):

Patel, M. D. (2018). Integration of a Continuum-Based Finite Element Tire Modeling Framework in Multibody Dynamics Algorithms. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22593

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):

Patel, Mohil D. “Integration of a Continuum-Based Finite Element Tire Modeling Framework in Multibody Dynamics Algorithms.” 2018. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/22593.

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

MLA Handbook (7th Edition):

Patel, Mohil D. “Integration of a Continuum-Based Finite Element Tire Modeling Framework in Multibody Dynamics Algorithms.” 2018. Web. 22 Jan 2021.

Vancouver:

Patel MD. Integration of a Continuum-Based Finite Element Tire Modeling Framework in Multibody Dynamics Algorithms. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/22593.

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

Council of Science Editors:

Patel MD. Integration of a Continuum-Based Finite Element Tire Modeling Framework in Multibody Dynamics Algorithms. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/22593

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


University of Illinois – Chicago

6. Hamper, Martin B. Multibody System Investigation of Contact Geometry: Application to Deformable and Variable Profile Rails.

Degree: 2014, University of Illinois – Chicago

 Modeling the contact problem is a fundamental feature in a variety of multibody system dynamics applications and is of particular importance in the area of… (more)

Subjects/Keywords: Multibody; Dynamics; Contact; Railroad; Flexible; Dynamic Simulation; Vehicle/Track Interaction; ANCF; Absolute Nodal Coordinate Formulation; Thin Plate; Finite Segment

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APA (6th Edition):

Hamper, M. B. (2014). Multibody System Investigation of Contact Geometry: Application to Deformable and Variable Profile Rails. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19096

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):

Hamper, Martin B. “Multibody System Investigation of Contact Geometry: Application to Deformable and Variable Profile Rails.” 2014. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19096.

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

MLA Handbook (7th Edition):

Hamper, Martin B. “Multibody System Investigation of Contact Geometry: Application to Deformable and Variable Profile Rails.” 2014. Web. 22 Jan 2021.

Vancouver:

Hamper MB. Multibody System Investigation of Contact Geometry: Application to Deformable and Variable Profile Rails. [Internet] [Thesis]. University of Illinois – Chicago; 2014. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19096.

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

Council of Science Editors:

Hamper MB. Multibody System Investigation of Contact Geometry: Application to Deformable and Variable Profile Rails. [Thesis]. University of Illinois – Chicago; 2014. Available from: http://hdl.handle.net/10027/19096

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


University of Illinois – Chicago

7. Aboubakr, Ahmed K. Use of Non-inertial Coordinates and Implicit Integration for Efficient Solution of Multibody Systems.

Degree: 2015, University of Illinois – Chicago

 Development of computational methods, formulations, and algorithms to study interconnected bodies that undergo large deformation, translational, and rotational displacements is the main focus for this… (more)

Subjects/Keywords: Non-inertial Coordinates; longitudinal train forces; coupler geometric nonlinearities; railroad vehicle dynamics; multibody systems. TLISMNI implicit numerical integration; multibody system differential /algebraic equations; sparse matrix implementation; Jacobian-free Newton-Krylov, stiff equations.

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APA (6th Edition):

Aboubakr, A. K. (2015). Use of Non-inertial Coordinates and Implicit Integration for Efficient Solution of Multibody Systems. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19332

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):

Aboubakr, Ahmed K. “Use of Non-inertial Coordinates and Implicit Integration for Efficient Solution of Multibody Systems.” 2015. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19332.

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

MLA Handbook (7th Edition):

Aboubakr, Ahmed K. “Use of Non-inertial Coordinates and Implicit Integration for Efficient Solution of Multibody Systems.” 2015. Web. 22 Jan 2021.

Vancouver:

Aboubakr AK. Use of Non-inertial Coordinates and Implicit Integration for Efficient Solution of Multibody Systems. [Internet] [Thesis]. University of Illinois – Chicago; 2015. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19332.

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

Council of Science Editors:

Aboubakr AK. Use of Non-inertial Coordinates and Implicit Integration for Efficient Solution of Multibody Systems. [Thesis]. University of Illinois – Chicago; 2015. Available from: http://hdl.handle.net/10027/19332

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


University of Illinois – Chicago

8. Heidary, Zahra. Numerical Modeling of Wave Propagation at Large Scale Damaged Structures For Quantitative AE.

Degree: 2015, University of Illinois – Chicago

 The Acoustic Emission (AE) method is a nondestructive testing method that relies on the waves emitted from the localized permanent deformation. The method can detect,… (more)

Subjects/Keywords: Acoustic Emission; Wave Propagation; Boundary Conditions; Sensor Transfer function

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APA (6th Edition):

Heidary, Z. (2015). Numerical Modeling of Wave Propagation at Large Scale Damaged Structures For Quantitative AE. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19353

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):

Heidary, Zahra. “Numerical Modeling of Wave Propagation at Large Scale Damaged Structures For Quantitative AE.” 2015. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19353.

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

MLA Handbook (7th Edition):

Heidary, Zahra. “Numerical Modeling of Wave Propagation at Large Scale Damaged Structures For Quantitative AE.” 2015. Web. 22 Jan 2021.

Vancouver:

Heidary Z. Numerical Modeling of Wave Propagation at Large Scale Damaged Structures For Quantitative AE. [Internet] [Thesis]. University of Illinois – Chicago; 2015. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19353.

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

Council of Science Editors:

Heidary Z. Numerical Modeling of Wave Propagation at Large Scale Damaged Structures For Quantitative AE. [Thesis]. University of Illinois – Chicago; 2015. Available from: http://hdl.handle.net/10027/19353

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


University of Illinois – Chicago

9. He, Qilu. Bridging the Gap from Continuum Mechanics to Molecular Dynamics for Nanoscale Systems.

Degree: 2015, University of Illinois – Chicago

 Bending nanowires and nanoplates are widely used as flexible beams in Nano-Electro-Mechanical Systems for force and mass sensors. Usually, the vertical deflection and resonant frequencies… (more)

Subjects/Keywords: Key word 1: Mechanics of Nanowires; 2: Surface Stress; 3: Nonlocal Elasticity; 4: Beam Theory; 5: Resonant Frequency; 6: Molecular Dynamics; 7: Boundary Condition

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APA (6th Edition):

He, Q. (2015). Bridging the Gap from Continuum Mechanics to Molecular Dynamics for Nanoscale Systems. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19496

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):

He, Qilu. “Bridging the Gap from Continuum Mechanics to Molecular Dynamics for Nanoscale Systems.” 2015. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19496.

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

MLA Handbook (7th Edition):

He, Qilu. “Bridging the Gap from Continuum Mechanics to Molecular Dynamics for Nanoscale Systems.” 2015. Web. 22 Jan 2021.

Vancouver:

He Q. Bridging the Gap from Continuum Mechanics to Molecular Dynamics for Nanoscale Systems. [Internet] [Thesis]. University of Illinois – Chicago; 2015. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19496.

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

Council of Science Editors:

He Q. Bridging the Gap from Continuum Mechanics to Molecular Dynamics for Nanoscale Systems. [Thesis]. University of Illinois – Chicago; 2015. Available from: http://hdl.handle.net/10027/19496

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


University of Illinois – Chicago

10. Shibli, Aiman. Structural Behavior of Adhesively Bonded High Density Polyethylene Composite Beams.

Degree: 2016, University of Illinois – Chicago

 Finding a sustainable and structural material for the civil infrastructure domain, while remaining financially feasible, is a challenge for engineers. Recycled Plastic Lumber (RPL) is… (more)

Subjects/Keywords: RPL; Reinforced Polymer; Structural Adhesive; Composites; Stiffness; Infrastructure; Civil Structure; Finite Element Analysis (FEA).

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APA (6th Edition):

Shibli, A. (2016). Structural Behavior of Adhesively Bonded High Density Polyethylene Composite Beams. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20905

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):

Shibli, Aiman. “Structural Behavior of Adhesively Bonded High Density Polyethylene Composite Beams.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/20905.

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

MLA Handbook (7th Edition):

Shibli, Aiman. “Structural Behavior of Adhesively Bonded High Density Polyethylene Composite Beams.” 2016. Web. 22 Jan 2021.

Vancouver:

Shibli A. Structural Behavior of Adhesively Bonded High Density Polyethylene Composite Beams. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/20905.

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

Council of Science Editors:

Shibli A. Structural Behavior of Adhesively Bonded High Density Polyethylene Composite Beams. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20905

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


University of Illinois – Chicago

11. Wallin, Michael S. Fully Coupled Analysis of Large Scale Tracked Vehicle Systems with Flexible Link Chains.

Degree: 2016, University of Illinois – Chicago

 This thesis examines multiple multibody dynamic formulations and their effects in the large displacement analysis of flexible bodies. The second chapter will examine the effect… (more)

Subjects/Keywords: Multibody system dynamics; joint formulations; tracked vehicles; ANCF finite elements; flexible multibody dynamics; large rotation vector formulation; floating frame of reference

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APA (6th Edition):

Wallin, M. S. (2016). Fully Coupled Analysis of Large Scale Tracked Vehicle Systems with Flexible Link Chains. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21176

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):

Wallin, Michael S. “Fully Coupled Analysis of Large Scale Tracked Vehicle Systems with Flexible Link Chains.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/21176.

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

MLA Handbook (7th Edition):

Wallin, Michael S. “Fully Coupled Analysis of Large Scale Tracked Vehicle Systems with Flexible Link Chains.” 2016. Web. 22 Jan 2021.

Vancouver:

Wallin MS. Fully Coupled Analysis of Large Scale Tracked Vehicle Systems with Flexible Link Chains. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/21176.

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

Council of Science Editors:

Wallin MS. Fully Coupled Analysis of Large Scale Tracked Vehicle Systems with Flexible Link Chains. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21176

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


University of Illinois – Chicago

12. Afshari, Ali. Investigation on the Wheel/Rail Contact and Longitudinal Train/Track Interaction Forces.

Degree: 2012, University of Illinois – Chicago

 Previous analytical and experimental investigations have shown that the wheel/rail contact forces have a significant effect on the nonlinear dynamics, ride comfort, and stability of… (more)

Subjects/Keywords: Train Dynamics; Wheel/rail Contact; Train Brake

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APA (6th Edition):

Afshari, A. (2012). Investigation on the Wheel/Rail Contact and Longitudinal Train/Track Interaction Forces. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9099

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):

Afshari, Ali. “Investigation on the Wheel/Rail Contact and Longitudinal Train/Track Interaction Forces.” 2012. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/9099.

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

MLA Handbook (7th Edition):

Afshari, Ali. “Investigation on the Wheel/Rail Contact and Longitudinal Train/Track Interaction Forces.” 2012. Web. 22 Jan 2021.

Vancouver:

Afshari A. Investigation on the Wheel/Rail Contact and Longitudinal Train/Track Interaction Forces. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/9099.

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

Council of Science Editors:

Afshari A. Investigation on the Wheel/Rail Contact and Longitudinal Train/Track Interaction Forces. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9099

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


University of Illinois – Chicago

13. Ovitigala, Thilan. Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars.

Degree: 2012, University of Illinois – Chicago

 The main challenge for civil engineers is to provide sustainable, environmentally friendly and financially feasible structures to the society. Finding new materials such as fiber… (more)

Subjects/Keywords: BFRP; Basalt; FRP; Flexural strength; Shear strength; Bond strength; Tensile strength; Pullout; Hinged beam; Light weight concrete; Normal weight concrete; Basalt Fiber Reinforced Polymer

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APA (6th Edition):

Ovitigala, T. (2012). Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9497

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):

Ovitigala, Thilan. “Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2012. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/9497.

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

MLA Handbook (7th Edition):

Ovitigala, Thilan. “Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars.” 2012. Web. 22 Jan 2021.

Vancouver:

Ovitigala T. Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/9497.

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

Council of Science Editors:

Ovitigala T. Structural Behavior of Concrete Beams Reinforced with Basalt Fiber Reinforced Polymer (BFRP) Bars. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9497

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


University of Illinois – Chicago

14. Gantoi, Florentina M. New Computational Framework for Biomechanical Multibody System Applications.

Degree: 2013, University of Illinois – Chicago

 Most of the computational finite element (FE)-based bio-mechanics models employ static or quasi-static assumptions. These models fail to capture the response of the human body… (more)

Subjects/Keywords: ANCF; KNEE JOINT; LIGAMENT FINITE ELEMENT; FULLY CLAMPED JOINT; TANGENT FRAME; CONTACT FORMULATIONS

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

APA (6th Edition):

Gantoi, F. M. (2013). New Computational Framework for Biomechanical Multibody System Applications. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/10179

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):

Gantoi, Florentina M. “New Computational Framework for Biomechanical Multibody System Applications.” 2013. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/10179.

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

MLA Handbook (7th Edition):

Gantoi, Florentina M. “New Computational Framework for Biomechanical Multibody System Applications.” 2013. Web. 22 Jan 2021.

Vancouver:

Gantoi FM. New Computational Framework for Biomechanical Multibody System Applications. [Internet] [Thesis]. University of Illinois – Chicago; 2013. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/10179.

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

Council of Science Editors:

Gantoi FM. New Computational Framework for Biomechanical Multibody System Applications. [Thesis]. University of Illinois – Chicago; 2013. Available from: http://hdl.handle.net/10027/10179

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


University of Illinois – Chicago

15. Wang, Liang. Integration of Different Constitutive Models in Multibody System Algorithms.

Degree: 2016, University of Illinois – Chicago

 Multibody systems (MBS) in general include two collections of bodies. One collection consists of bulky and compact solids which can be treated as rigid bodies,… (more)

Subjects/Keywords: liquid sloshing; floating frame of reference; absolute nodal coordinate formulation; rail road vehicle systems; multibody system dynamics; textile machinery; transversely isotropic hyperelastic material; total Lagrangian approach

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APA (6th Edition):

Wang, L. (2016). Integration of Different Constitutive Models in Multibody System Algorithms. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21350

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):

Wang, Liang. “Integration of Different Constitutive Models in Multibody System Algorithms.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/21350.

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

MLA Handbook (7th Edition):

Wang, Liang. “Integration of Different Constitutive Models in Multibody System Algorithms.” 2016. Web. 22 Jan 2021.

Vancouver:

Wang L. Integration of Different Constitutive Models in Multibody System Algorithms. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/21350.

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

Council of Science Editors:

Wang L. Integration of Different Constitutive Models in Multibody System Algorithms. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21350

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


University of Illinois – Chicago

16. Salman, Nassr Noori Ibrahim. Parametric Investigation of Integral Abutment Bridges: Behavior and Pile Buckling Analysis.

Degree: 2018, University of Illinois – Chicago

 Integral Abutment bridges (IABs) are special types of bridges where expansion joints in the superstructure are eliminated and the thermally induced lateral demand is transferred… (more)

Subjects/Keywords: Integral abutment bridges; Finite element simulation of IAB behavior; Pile buckling analysis; Displacement capacities of HP piles under combined axial and lateral cyclic loading

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APA (6th Edition):

Salman, N. N. I. (2018). Parametric Investigation of Integral Abutment Bridges: Behavior and Pile Buckling Analysis. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23139

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):

Salman, Nassr Noori Ibrahim. “Parametric Investigation of Integral Abutment Bridges: Behavior and Pile Buckling Analysis.” 2018. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/23139.

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

MLA Handbook (7th Edition):

Salman, Nassr Noori Ibrahim. “Parametric Investigation of Integral Abutment Bridges: Behavior and Pile Buckling Analysis.” 2018. Web. 22 Jan 2021.

Vancouver:

Salman NNI. Parametric Investigation of Integral Abutment Bridges: Behavior and Pile Buckling Analysis. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/23139.

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

Council of Science Editors:

Salman NNI. Parametric Investigation of Integral Abutment Bridges: Behavior and Pile Buckling Analysis. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/23139

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


University of Illinois – Chicago

17. Hamed, Ashraf M. New Finite Element Mesh for Efficient Modeling of Spatial Flexible Link Articulated Systems.

Degree: 2014, University of Illinois – Chicago

 This work introduces new FE/MBS meshes that employ linear connectivity conditions and allow for arbitrarily large rigid body displacements between the finite elements. A linear… (more)

Subjects/Keywords: Articulated systems; Finite elements; Flexible Multibody systems; ANCF; Rotational Joints; Elastic forces formulations

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APA (6th Edition):

Hamed, A. M. (2014). New Finite Element Mesh for Efficient Modeling of Spatial Flexible Link Articulated Systems. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19079

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):

Hamed, Ashraf M. “New Finite Element Mesh for Efficient Modeling of Spatial Flexible Link Articulated Systems.” 2014. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19079.

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

MLA Handbook (7th Edition):

Hamed, Ashraf M. “New Finite Element Mesh for Efficient Modeling of Spatial Flexible Link Articulated Systems.” 2014. Web. 22 Jan 2021.

Vancouver:

Hamed AM. New Finite Element Mesh for Efficient Modeling of Spatial Flexible Link Articulated Systems. [Internet] [Thesis]. University of Illinois – Chicago; 2014. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19079.

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

Council of Science Editors:

Hamed AM. New Finite Element Mesh for Efficient Modeling of Spatial Flexible Link Articulated Systems. [Thesis]. University of Illinois – Chicago; 2014. Available from: http://hdl.handle.net/10027/19079

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


University of Illinois – Chicago

18. Lotfy, Ibrahim. Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction.

Degree: 2015, University of Illinois – Chicago

 Hardwood timber has been the predominant material of choice for crossties since the establishment of the railroad industry in the US. Recently, several concerns, including… (more)

Subjects/Keywords: High Density Polyethylene Crossties; Railroad crossties; Accelerated Bridge Construction; Recycled plastic crossties

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APA (6th Edition):

Lotfy, I. (2015). Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19761

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):

Lotfy, Ibrahim. “Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction.” 2015. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19761.

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

MLA Handbook (7th Edition):

Lotfy, Ibrahim. “Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction.” 2015. Web. 22 Jan 2021.

Vancouver:

Lotfy I. Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction. [Internet] [Thesis]. University of Illinois – Chicago; 2015. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19761.

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

Council of Science Editors:

Lotfy I. Structural Performance of High Density Polyethylene Crossties and Use in Accelerated Bridge Construction. [Thesis]. University of Illinois – Chicago; 2015. Available from: http://hdl.handle.net/10027/19761

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


University of Illinois – Chicago

19. Motamedi, MohammadHosein. Numerical Simulation of Mechanical Response of Geomaterials from Strain Hardening to Localized Failure.

Degree: 2016, University of Illinois – Chicago

 The Sandia GeoModel is a continuum elastoplastic constitutive model which captures many features of the mechanical response for geological materials over a wide range of… (more)

Subjects/Keywords: Plasticity; Numerical Methods; Fracture Mechanics; Crack Propagation; Geomechanics

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APA (6th Edition):

Motamedi, M. (2016). Numerical Simulation of Mechanical Response of Geomaterials from Strain Hardening to Localized Failure. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20834

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):

Motamedi, MohammadHosein. “Numerical Simulation of Mechanical Response of Geomaterials from Strain Hardening to Localized Failure.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/20834.

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

MLA Handbook (7th Edition):

Motamedi, MohammadHosein. “Numerical Simulation of Mechanical Response of Geomaterials from Strain Hardening to Localized Failure.” 2016. Web. 22 Jan 2021.

Vancouver:

Motamedi M. Numerical Simulation of Mechanical Response of Geomaterials from Strain Hardening to Localized Failure. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/20834.

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

Council of Science Editors:

Motamedi M. Numerical Simulation of Mechanical Response of Geomaterials from Strain Hardening to Localized Failure. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20834

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


University of Illinois – Chicago

20. Anton, Jayson WJ. Vibration Isolation of Sensitive Equipment Using Cohesionless Soil.

Degree: 2018, University of Illinois – Chicago

 Cohesionless soil is used in many vibration-isolating structures. Understanding the dynamic behavior of these materials within vibration-isolating structures is crucial to improve the performance of these… (more)

Subjects/Keywords: Vibration Isolation; Structural Analysis; Cohesionless Soil; Finite Element Model

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APA (6th Edition):

Anton, J. W. (2018). Vibration Isolation of Sensitive Equipment Using Cohesionless Soil. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23250

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):

Anton, Jayson WJ. “Vibration Isolation of Sensitive Equipment Using Cohesionless Soil.” 2018. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/23250.

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

MLA Handbook (7th Edition):

Anton, Jayson WJ. “Vibration Isolation of Sensitive Equipment Using Cohesionless Soil.” 2018. Web. 22 Jan 2021.

Vancouver:

Anton JW. Vibration Isolation of Sensitive Equipment Using Cohesionless Soil. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/23250.

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

Council of Science Editors:

Anton JW. Vibration Isolation of Sensitive Equipment Using Cohesionless Soil. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/23250

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


University of Illinois – Chicago

21. Siriaksorn, Thanakorn. Meshfree Methods for Geotechnical Disaster Simulation and Prediction.

Degree: 2016, University of Illinois – Chicago

 This thesis presents meshfree frameworks based on the semi-Lagrangian Reproducing Kernel (RK) approximation to effectively handle extreme geotechnical events within one mathematical framework. The semi-Lagrangian… (more)

Subjects/Keywords: meshfree methods; landslide simulations

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APA (6th Edition):

Siriaksorn, T. (2016). Meshfree Methods for Geotechnical Disaster Simulation and Prediction. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21622

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):

Siriaksorn, Thanakorn. “Meshfree Methods for Geotechnical Disaster Simulation and Prediction.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/21622.

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

MLA Handbook (7th Edition):

Siriaksorn, Thanakorn. “Meshfree Methods for Geotechnical Disaster Simulation and Prediction.” 2016. Web. 22 Jan 2021.

Vancouver:

Siriaksorn T. Meshfree Methods for Geotechnical Disaster Simulation and Prediction. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/21622.

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

Council of Science Editors:

Siriaksorn T. Meshfree Methods for Geotechnical Disaster Simulation and Prediction. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21622

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


University of Illinois – Chicago

22. Farhat, Maen A. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.

Degree: 2016, University of Illinois – Chicago

 Totally Prefabricated Concrete Counterfort Retaining Wall (TPCCRW) provides an alternative for conventional construction techniques to reduce the drawbacks associated with cast-in-place construction. TPCCRW is composed… (more)

Subjects/Keywords: Precast Concrete; Totally Precast Concrete Retaining wall system; Full Scale testing; Finite Element Analysis; Structural Design; Fabrication; Pullout Behavior; Headed anchors

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APA (6th Edition):

Farhat, M. A. (2016). Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21631

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):

Farhat, Maen A. “Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/21631.

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

MLA Handbook (7th Edition):

Farhat, Maen A. “Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.” 2016. Web. 22 Jan 2021.

Vancouver:

Farhat MA. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/21631.

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

Council of Science Editors:

Farhat MA. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21631

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


University of Illinois – Chicago

23. Nour, Said Ibrahim. Numerical Model of Interaction and Behavior of Short Span High Speed Rail Bridge on Viscoelastic Supports.

Degree: 2016, University of Illinois – Chicago

 Currently in the United States, the National University Rail (NuRail) Center is leading a federally funded research program in railway engineering, including research in high… (more)

Subjects/Keywords: High Speed Rail Bridge; Train-Track-Bridge Interaction; Numerical Modeling; Elastically Supported Bridge; bridge supports damping

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

APA (6th Edition):

Nour, S. I. (2016). Numerical Model of Interaction and Behavior of Short Span High Speed Rail Bridge on Viscoelastic Supports. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21634

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):

Nour, Said Ibrahim. “Numerical Model of Interaction and Behavior of Short Span High Speed Rail Bridge on Viscoelastic Supports.” 2016. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/21634.

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

MLA Handbook (7th Edition):

Nour, Said Ibrahim. “Numerical Model of Interaction and Behavior of Short Span High Speed Rail Bridge on Viscoelastic Supports.” 2016. Web. 22 Jan 2021.

Vancouver:

Nour SI. Numerical Model of Interaction and Behavior of Short Span High Speed Rail Bridge on Viscoelastic Supports. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/21634.

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

Council of Science Editors:

Nour SI. Numerical Model of Interaction and Behavior of Short Span High Speed Rail Bridge on Viscoelastic Supports. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21634

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


University of Illinois – Chicago

24. Abbasi, Zeynab. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity.

Degree: 2017, University of Illinois – Chicago

 The ultrasonic monitoring of steels and other structural materials relies on measuring the velocity of elastic waves, which varies with the existing stress state in… (more)

Subjects/Keywords: Shear Stress; Acoustoelasticity

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APA (6th Edition):

Abbasi, Z. (2017). Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22145

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):

Abbasi, Zeynab. “Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity.” 2017. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/22145.

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

MLA Handbook (7th Edition):

Abbasi, Zeynab. “Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity.” 2017. Web. 22 Jan 2021.

Vancouver:

Abbasi Z. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. [Internet] [Thesis]. University of Illinois – Chicago; 2017. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/22145.

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

Council of Science Editors:

Abbasi Z. Stress Quantification of Complexly Loaded Structural Components using Acoustoelasticity. [Thesis]. University of Illinois – Chicago; 2017. Available from: http://hdl.handle.net/10027/22145

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


University of Illinois – Chicago

25. Chen, Xin. Production, Characterization and Corrosion Analysis of Multiphase Alloy-Ceramic Composites.

Degree: 2017, University of Illinois – Chicago

 This study addressed the possible use of alloy/ceramic composite waste forms to immobilize metallic and oxide waste streams generated during the electrochemical reprocessing of spent… (more)

Subjects/Keywords: Electrochemistry; Alloy-ceramic composites

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APA (6th Edition):

Chen, X. (2017). Production, Characterization and Corrosion Analysis of Multiphase Alloy-Ceramic Composites. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22194

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):

Chen, Xin. “Production, Characterization and Corrosion Analysis of Multiphase Alloy-Ceramic Composites.” 2017. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/22194.

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

MLA Handbook (7th Edition):

Chen, Xin. “Production, Characterization and Corrosion Analysis of Multiphase Alloy-Ceramic Composites.” 2017. Web. 22 Jan 2021.

Vancouver:

Chen X. Production, Characterization and Corrosion Analysis of Multiphase Alloy-Ceramic Composites. [Internet] [Thesis]. University of Illinois – Chicago; 2017. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/22194.

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

Council of Science Editors:

Chen X. Production, Characterization and Corrosion Analysis of Multiphase Alloy-Ceramic Composites. [Thesis]. University of Illinois – Chicago; 2017. Available from: http://hdl.handle.net/10027/22194

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


University of Illinois – Chicago

26. Gattu, Vineeth Kumar. Role of Alloying Elements in the Electrochemical Corrosion Behavior of Multiphase Alloys.

Degree: 2017, University of Illinois – Chicago

 An electrochemical testing protocol is being developed to measure the corrosion behavior of waste forms made by alloying metallic fuel waste that remains after electrochemical… (more)

Subjects/Keywords: electrochemical methods; polarization; potentiostatic; EIS; acid corrosion; passive films; intermetallics; stainless steel; Pourbaix diagrams

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APA (6th Edition):

Gattu, V. K. (2017). Role of Alloying Elements in the Electrochemical Corrosion Behavior of Multiphase Alloys. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22245

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):

Gattu, Vineeth Kumar. “Role of Alloying Elements in the Electrochemical Corrosion Behavior of Multiphase Alloys.” 2017. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/22245.

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

MLA Handbook (7th Edition):

Gattu, Vineeth Kumar. “Role of Alloying Elements in the Electrochemical Corrosion Behavior of Multiphase Alloys.” 2017. Web. 22 Jan 2021.

Vancouver:

Gattu VK. Role of Alloying Elements in the Electrochemical Corrosion Behavior of Multiphase Alloys. [Internet] [Thesis]. University of Illinois – Chicago; 2017. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/22245.

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

Council of Science Editors:

Gattu VK. Role of Alloying Elements in the Electrochemical Corrosion Behavior of Multiphase Alloys. [Thesis]. University of Illinois – Chicago; 2017. Available from: http://hdl.handle.net/10027/22245

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


University of Illinois – Chicago

27. Rahman, Tahsin. Effect of Alloying Elements Addition to the Corrosion Property of 316L Stainless Steel based Alloys.

Degree: 2018, University of Illinois – Chicago

 The effects of added molybdenum (5-20 wt. %) and nickel (5-10 wt. %) on the corrosion behavior of 316L-based alloys in an aggressive acid-brine environment… (more)

Subjects/Keywords: Nuclear Waste Form; Sigma Phase; Laves Phase; Galvanic Coupling; Electrical Impedance Spectroscopy

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APA (6th Edition):

Rahman, T. (2018). Effect of Alloying Elements Addition to the Corrosion Property of 316L Stainless Steel based Alloys. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22713

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):

Rahman, Tahsin. “Effect of Alloying Elements Addition to the Corrosion Property of 316L Stainless Steel based Alloys.” 2018. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/22713.

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

MLA Handbook (7th Edition):

Rahman, Tahsin. “Effect of Alloying Elements Addition to the Corrosion Property of 316L Stainless Steel based Alloys.” 2018. Web. 22 Jan 2021.

Vancouver:

Rahman T. Effect of Alloying Elements Addition to the Corrosion Property of 316L Stainless Steel based Alloys. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/22713.

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

Council of Science Editors:

Rahman T. Effect of Alloying Elements Addition to the Corrosion Property of 316L Stainless Steel based Alloys. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/22713

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


University of Illinois – Chicago

28. Rahman, Momenur. Seismic Behavior of Exterior Lightweight Concrete Beam-Column Joints Reinforced with Headed Bars.

Degree: 2018, University of Illinois – Chicago

 An experimental study was conducted to investigate the performance of high strength lightweight concrete (LWC) in exterior beam-column joints subjected to reverse cyclic loading. Four… (more)

Subjects/Keywords: Beam-column joint RC structures; Joint shear; Lightweight concrete; Headed Bar; Finite element modeling.

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

APA (6th Edition):

Rahman, M. (2018). Seismic Behavior of Exterior Lightweight Concrete Beam-Column Joints Reinforced with Headed Bars. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23153

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):

Rahman, Momenur. “Seismic Behavior of Exterior Lightweight Concrete Beam-Column Joints Reinforced with Headed Bars.” 2018. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/23153.

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

MLA Handbook (7th Edition):

Rahman, Momenur. “Seismic Behavior of Exterior Lightweight Concrete Beam-Column Joints Reinforced with Headed Bars.” 2018. Web. 22 Jan 2021.

Vancouver:

Rahman M. Seismic Behavior of Exterior Lightweight Concrete Beam-Column Joints Reinforced with Headed Bars. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/23153.

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

Council of Science Editors:

Rahman M. Seismic Behavior of Exterior Lightweight Concrete Beam-Column Joints Reinforced with Headed Bars. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/23153

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


University of Illinois – Chicago

29. Mahdav, Ashkan. Meshfree Methods for Fracture and High-Velocity Impact Simulation.

Degree: 2019, University of Illinois – Chicago

 The study of projectile penetration has a long history with a great military research interest for various applications such as projectile’s design to maximize depth… (more)

Subjects/Keywords: Meshfree methods; Reproducing Kernel Collocation; Fracture; Phase-field model; Semi-Lagrangian Reproducing Kernel; Penetration; High-Velocity Impact

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APA (6th Edition):

Mahdav, A. (2019). Meshfree Methods for Fracture and High-Velocity Impact Simulation. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23757

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):

Mahdav, Ashkan. “Meshfree Methods for Fracture and High-Velocity Impact Simulation.” 2019. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/23757.

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

MLA Handbook (7th Edition):

Mahdav, Ashkan. “Meshfree Methods for Fracture and High-Velocity Impact Simulation.” 2019. Web. 22 Jan 2021.

Vancouver:

Mahdav A. Meshfree Methods for Fracture and High-Velocity Impact Simulation. [Internet] [Thesis]. University of Illinois – Chicago; 2019. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/23757.

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

Council of Science Editors:

Mahdav A. Meshfree Methods for Fracture and High-Velocity Impact Simulation. [Thesis]. University of Illinois – Chicago; 2019. Available from: http://hdl.handle.net/10027/23757

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

30. Michelis, Stefano. Linear and Nonlinear Dynamics of a Turbine Blade in Presence of an Underplatform Damper with Friction.

Degree: 2014, University of Illinois – Chicago

 In this thesis, a numerical simulation of the linear behavior of a turbine blade subjected to a rotation with large displacements has been carried out… (more)

Subjects/Keywords: Turbine Blades; Multibody; Linear and Nonlinear Dynamics; underplatform damper; fatigue; resonance.

…Reprinted from Shabana, Ahmed A., Dynamics of Multibody Systems. Chicago: Cambridge University… 

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

APA (6th Edition):

Michelis, S. (2014). Linear and Nonlinear Dynamics of a Turbine Blade in Presence of an Underplatform Damper with Friction. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/19044

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):

Michelis, Stefano. “Linear and Nonlinear Dynamics of a Turbine Blade in Presence of an Underplatform Damper with Friction.” 2014. Thesis, University of Illinois – Chicago. Accessed January 22, 2021. http://hdl.handle.net/10027/19044.

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

MLA Handbook (7th Edition):

Michelis, Stefano. “Linear and Nonlinear Dynamics of a Turbine Blade in Presence of an Underplatform Damper with Friction.” 2014. Web. 22 Jan 2021.

Vancouver:

Michelis S. Linear and Nonlinear Dynamics of a Turbine Blade in Presence of an Underplatform Damper with Friction. [Internet] [Thesis]. University of Illinois – Chicago; 2014. [cited 2021 Jan 22]. Available from: http://hdl.handle.net/10027/19044.

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

Council of Science Editors:

Michelis S. Linear and Nonlinear Dynamics of a Turbine Blade in Presence of an Underplatform Damper with Friction. [Thesis]. University of Illinois – Chicago; 2014. Available from: http://hdl.handle.net/10027/19044

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

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