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You searched for subject:(Nonlinear finite element dispersion). Showing records 1 – 30 of 7371 total matches.

[1] [2] [3] [4] [5] … [246]

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Georgia Tech

1. Narisetti, Raj K. Wave propagation in nonlinear periodic structures.

Degree: PhD, Aerospace Engineering, 2010, Georgia Tech

 A periodic structure consists of spatially repeating unit cells. From man-made multi-span bridges to naturally occurring atomic lattices, periodic structures are ubiquitous. The periodicity can… (more)

Subjects/Keywords: Nonlinear wave propagation; Amplitude dependent dispersion; Nonlinear finite element dispersion; Nonlinear periodic structures; Strongly nonlinear chains; Granular media; Wave directionality; Amplitude dependent wave beaming; Nonlinear wave equations; Wave motion, Theory of; Nonlinear theories

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APA (6th Edition):

Narisetti, R. K. (2010). Wave propagation in nonlinear periodic structures. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/39643

Chicago Manual of Style (16th Edition):

Narisetti, Raj K. “Wave propagation in nonlinear periodic structures.” 2010. Doctoral Dissertation, Georgia Tech. Accessed December 11, 2019. http://hdl.handle.net/1853/39643.

MLA Handbook (7th Edition):

Narisetti, Raj K. “Wave propagation in nonlinear periodic structures.” 2010. Web. 11 Dec 2019.

Vancouver:

Narisetti RK. Wave propagation in nonlinear periodic structures. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1853/39643.

Council of Science Editors:

Narisetti RK. Wave propagation in nonlinear periodic structures. [Doctoral Dissertation]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/39643

2. Lotfi, Reza. Thesis-RezaLotfi-CivilEngineering.

Degree: 2014, Johns Hopkins University

 Topology optimization is a demonstrated tool for the design of components with enhanced mechanical properties. Despite tremendous advances in topology optimization methods over the past… (more)

Subjects/Keywords: Topology optimization; Nonlinear finite element; cellular structures

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APA (6th Edition):

Lotfi, R. (2014). Thesis-RezaLotfi-CivilEngineering. (Thesis). Johns Hopkins University. Retrieved from http://jhir.library.jhu.edu/handle/1774.2/37829

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):

Lotfi, Reza. “Thesis-RezaLotfi-CivilEngineering.” 2014. Thesis, Johns Hopkins University. Accessed December 11, 2019. http://jhir.library.jhu.edu/handle/1774.2/37829.

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

MLA Handbook (7th Edition):

Lotfi, Reza. “Thesis-RezaLotfi-CivilEngineering.” 2014. Web. 11 Dec 2019.

Vancouver:

Lotfi R. Thesis-RezaLotfi-CivilEngineering. [Internet] [Thesis]. Johns Hopkins University; 2014. [cited 2019 Dec 11]. Available from: http://jhir.library.jhu.edu/handle/1774.2/37829.

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

Council of Science Editors:

Lotfi R. Thesis-RezaLotfi-CivilEngineering. [Thesis]. Johns Hopkins University; 2014. Available from: http://jhir.library.jhu.edu/handle/1774.2/37829

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


Georgia Tech

3. Koreck, Juergen. Computational characterization of adhesive bond properties using guided waves in bonded plates.

Degree: MS, Civil and Environmental Engineering, 2006, Georgia Tech

 This research focuses on the application of guided waves techniques to nondestructively characterize the structural integrity of bonded engineering components. Computational methods are used to… (more)

Subjects/Keywords: Finite element; Inversion; Dispersion curves

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APA (6th Edition):

Koreck, J. (2006). Computational characterization of adhesive bond properties using guided waves in bonded plates. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/14121

Chicago Manual of Style (16th Edition):

Koreck, Juergen. “Computational characterization of adhesive bond properties using guided waves in bonded plates.” 2006. Masters Thesis, Georgia Tech. Accessed December 11, 2019. http://hdl.handle.net/1853/14121.

MLA Handbook (7th Edition):

Koreck, Juergen. “Computational characterization of adhesive bond properties using guided waves in bonded plates.” 2006. Web. 11 Dec 2019.

Vancouver:

Koreck J. Computational characterization of adhesive bond properties using guided waves in bonded plates. [Internet] [Masters thesis]. Georgia Tech; 2006. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1853/14121.

Council of Science Editors:

Koreck J. Computational characterization of adhesive bond properties using guided waves in bonded plates. [Masters Thesis]. Georgia Tech; 2006. Available from: http://hdl.handle.net/1853/14121


Virginia Tech

4. Salinas Guayacundo, Daniel Ricardo. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Non-ductile Reinforced Concrete Frames (RCF) with and without Unreinforced Masonry (URM) infills can be found in many places around the world including the Western United… (more)

Subjects/Keywords: Masonry infills; Nonlinear reinforced concrete frames; Nonlinear finite element analysis; Truss analysis

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APA (6th Edition):

Salinas Guayacundo, D. R. (2016). Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/79790

Chicago Manual of Style (16th Edition):

Salinas Guayacundo, Daniel Ricardo. “Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.” 2016. Doctoral Dissertation, Virginia Tech. Accessed December 11, 2019. http://hdl.handle.net/10919/79790.

MLA Handbook (7th Edition):

Salinas Guayacundo, Daniel Ricardo. “Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.” 2016. Web. 11 Dec 2019.

Vancouver:

Salinas Guayacundo DR. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10919/79790.

Council of Science Editors:

Salinas Guayacundo DR. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/79790


Southern Illinois University

5. Silwal, Baikuntha. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.

Degree: MS, Civil Engineering, 2013, Southern Illinois University

  The objective of this study is to investigate the accuracy and computational efficiency of two commonly used formulations for performing the geometrically nonlinear thermal… (more)

Subjects/Keywords: Beam-Column Theory; Finite Element Analysis; Nonlinear Analysis; Nonlinear Thermal Analysis; SAP2000

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APA (6th Edition):

Silwal, B. (2013). An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. (Masters Thesis). Southern Illinois University. Retrieved from http://opensiuc.lib.siu.edu/theses/1160

Chicago Manual of Style (16th Edition):

Silwal, Baikuntha. “An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.” 2013. Masters Thesis, Southern Illinois University. Accessed December 11, 2019. http://opensiuc.lib.siu.edu/theses/1160.

MLA Handbook (7th Edition):

Silwal, Baikuntha. “An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.” 2013. Web. 11 Dec 2019.

Vancouver:

Silwal B. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. [Internet] [Masters thesis]. Southern Illinois University; 2013. [cited 2019 Dec 11]. Available from: http://opensiuc.lib.siu.edu/theses/1160.

Council of Science Editors:

Silwal B. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. [Masters Thesis]. Southern Illinois University; 2013. Available from: http://opensiuc.lib.siu.edu/theses/1160


Texas A&M University

6. Ye, Shuai. GMsFEM for Nonlinear Problems & Space-Time GMsFEM.

Degree: PhD, Mathematics, 2016, Texas A&M University

 Many engineering and scientific applications deal with models that have multiple spatial scales, and these scales can be non-separable. Many of these processes can exhibit… (more)

Subjects/Keywords: GMsFEM; nonlinear; space-time; finite element method; discontinuous Galerkin

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APA (6th Edition):

Ye, S. (2016). GMsFEM for Nonlinear Problems & Space-Time GMsFEM. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158716

Chicago Manual of Style (16th Edition):

Ye, Shuai. “GMsFEM for Nonlinear Problems & Space-Time GMsFEM.” 2016. Doctoral Dissertation, Texas A&M University. Accessed December 11, 2019. http://hdl.handle.net/1969.1/158716.

MLA Handbook (7th Edition):

Ye, Shuai. “GMsFEM for Nonlinear Problems & Space-Time GMsFEM.” 2016. Web. 11 Dec 2019.

Vancouver:

Ye S. GMsFEM for Nonlinear Problems & Space-Time GMsFEM. [Internet] [Doctoral dissertation]. Texas A&M University; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1969.1/158716.

Council of Science Editors:

Ye S. GMsFEM for Nonlinear Problems & Space-Time GMsFEM. [Doctoral Dissertation]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158716


University of Houston

7. Isidienu, Brendan. Nonlinear Finite Element Analysis with 2D Lattice Models.

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

 Linear elastic models are often sufficient in the engineering design of structural and mechanical systems. Given that the yield capacity of the material is not… (more)

Subjects/Keywords: Nonlinear; Finite; Element; Analysis

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APA (6th Edition):

Isidienu, B. (n.d.). Nonlinear Finite Element Analysis with 2D Lattice Models. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/2815

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Isidienu, Brendan. “Nonlinear Finite Element Analysis with 2D Lattice Models.” Thesis, University of Houston. Accessed December 11, 2019. http://hdl.handle.net/10657/2815.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Isidienu, Brendan. “Nonlinear Finite Element Analysis with 2D Lattice Models.” Web. 11 Dec 2019.

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

Vancouver:

Isidienu B. Nonlinear Finite Element Analysis with 2D Lattice Models. [Internet] [Thesis]. University of Houston; [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10657/2815.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Isidienu B. Nonlinear Finite Element Analysis with 2D Lattice Models. [Thesis]. University of Houston; Available from: http://hdl.handle.net/10657/2815

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


Georgia Tech

8. Capuano, German. Smart finite elements: An application of machine learning to reduced-order modeling of multi-scale problems.

Degree: PhD, Aerospace Engineering, 2019, Georgia Tech

 To design structures using state-of-the-art materials like composites and metamaterials, we need predictive tools that are capable of taking into account the phenomena occurring at… (more)

Subjects/Keywords: Multiscale; Finite element; FEM; Nonlinear constitutive modeling; Computational mechanics

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APA (6th Edition):

Capuano, G. (2019). Smart finite elements: An application of machine learning to reduced-order modeling of multi-scale problems. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/61722

Chicago Manual of Style (16th Edition):

Capuano, German. “Smart finite elements: An application of machine learning to reduced-order modeling of multi-scale problems.” 2019. Doctoral Dissertation, Georgia Tech. Accessed December 11, 2019. http://hdl.handle.net/1853/61722.

MLA Handbook (7th Edition):

Capuano, German. “Smart finite elements: An application of machine learning to reduced-order modeling of multi-scale problems.” 2019. Web. 11 Dec 2019.

Vancouver:

Capuano G. Smart finite elements: An application of machine learning to reduced-order modeling of multi-scale problems. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1853/61722.

Council of Science Editors:

Capuano G. Smart finite elements: An application of machine learning to reduced-order modeling of multi-scale problems. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/61722


University of Colorado

9. Khajehtourian, Romik. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions.

Degree: PhD, 2017, University of Colorado

  Wave motion lies at the heart of many disciplines in the physical sciences and engineering. For example, problems and applications involving light, sound, heat,… (more)

Subjects/Keywords: dispersive elastic waves; elastic metamaterial; finite strain; nonlinear dispersion relation; nonlinear waves; phononic crystal; Aerospace Engineering; Engineering Mechanics; Mathematics

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

APA (6th Edition):

Khajehtourian, R. (2017). Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/asen_gradetds/171

Chicago Manual of Style (16th Edition):

Khajehtourian, Romik. “Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions.” 2017. Doctoral Dissertation, University of Colorado. Accessed December 11, 2019. https://scholar.colorado.edu/asen_gradetds/171.

MLA Handbook (7th Edition):

Khajehtourian, Romik. “Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions.” 2017. Web. 11 Dec 2019.

Vancouver:

Khajehtourian R. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Dec 11]. Available from: https://scholar.colorado.edu/asen_gradetds/171.

Council of Science Editors:

Khajehtourian R. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. [Doctoral Dissertation]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/asen_gradetds/171


University of Colorado

10. Khajehtourian, Romik. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions.

Degree: PhD, 2017, University of Colorado

  Wave motion lies at the heart of many disciplines in the physical sciences and engineering. For example, problems and applications involving light, sound, heat,… (more)

Subjects/Keywords: dispersive elastic waves; elastic metamaterial; finite strain; nonlinear dispersion relation; nonlinear waves; phononic crystal; Aerodynamics and Fluid Mechanics; Aerospace Engineering; Mathematics

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APA (6th Edition):

Khajehtourian, R. (2017). Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/asen_gradetds/221

Chicago Manual of Style (16th Edition):

Khajehtourian, Romik. “Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions.” 2017. Doctoral Dissertation, University of Colorado. Accessed December 11, 2019. https://scholar.colorado.edu/asen_gradetds/221.

MLA Handbook (7th Edition):

Khajehtourian, Romik. “Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions.” 2017. Web. 11 Dec 2019.

Vancouver:

Khajehtourian R. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Dec 11]. Available from: https://scholar.colorado.edu/asen_gradetds/221.

Council of Science Editors:

Khajehtourian R. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. [Doctoral Dissertation]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/asen_gradetds/221


Texas A&M University

11. Kumar, Mrinal. Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation.

Degree: 2011, Texas A&M University

 This dissertation addresses design and analysis aspects of stochastic dynamical systems using Fokker-Planck equation (FPE). A new numerical methodology based on the partition of unity… (more)

Subjects/Keywords: Stochastic dynamical systems; Fokker-Planck equation; Meshless finite-element methods; Nonlinear filtering; Stochastic optimal control; Partition of unity finite-element method

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APA (6th Edition):

Kumar, M. (2011). Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7500

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):

Kumar, Mrinal. “Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation.” 2011. Thesis, Texas A&M University. Accessed December 11, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7500.

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

MLA Handbook (7th Edition):

Kumar, Mrinal. “Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation.” 2011. Web. 11 Dec 2019.

Vancouver:

Kumar M. Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7500.

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

Council of Science Editors:

Kumar M. Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7500

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


University of Oklahoma

12. Adekoya, Oreoluwa. PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION.

Degree: PhD, 2019, University of Oklahoma

 We study the existence, uniqueness and stability of solutions to the initial-value problem for the periodic dispersion-managed nonlinear Schrödinger (DMNLS) equation, an equation that models… (more)

Subjects/Keywords: Dispersion-managed; Dispersion; Nonlinear; Schrodinger; Periodic dispersion managed nonlinear schrodinger equation

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APA (6th Edition):

Adekoya, O. (2019). PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319611

Chicago Manual of Style (16th Edition):

Adekoya, Oreoluwa. “PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION.” 2019. Doctoral Dissertation, University of Oklahoma. Accessed December 11, 2019. http://hdl.handle.net/11244/319611.

MLA Handbook (7th Edition):

Adekoya, Oreoluwa. “PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION.” 2019. Web. 11 Dec 2019.

Vancouver:

Adekoya O. PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION. [Internet] [Doctoral dissertation]. University of Oklahoma; 2019. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/11244/319611.

Council of Science Editors:

Adekoya O. PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION. [Doctoral Dissertation]. University of Oklahoma; 2019. Available from: http://hdl.handle.net/11244/319611


Texas A&M University

13. Muddamallappa, Mallikarjunaiah S. On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations.

Degree: 2015, Texas A&M University

 The work presented in this dissertation focuses on extending a recent effort of developing brittle fracture theory with an aim of achieving bounded crack-tip stress… (more)

Subjects/Keywords: Brittle fracture; Nonlinear elasticity; Surface-mechanics; Strain-limiting theory; Finite element method

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APA (6th Edition):

Muddamallappa, M. S. (2015). On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156484

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):

Muddamallappa, Mallikarjunaiah S. “On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations.” 2015. Thesis, Texas A&M University. Accessed December 11, 2019. http://hdl.handle.net/1969.1/156484.

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

MLA Handbook (7th Edition):

Muddamallappa, Mallikarjunaiah S. “On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations.” 2015. Web. 11 Dec 2019.

Vancouver:

Muddamallappa MS. On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1969.1/156484.

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

Council of Science Editors:

Muddamallappa MS. On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156484

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


Texas A&M University

14. Till, Andrew Thomas. A Generalized Multigroup Method.

Degree: 2014, Texas A&M University

 The standard multigroup (MG) method for energy discretization of the transport equation can be sensitive to approximation in the weighting spectrum chosen for cross-section averaging.… (more)

Subjects/Keywords: Multigroup (MG); Subgroup (SG); Multiband (MB); energy discretization; finite element (FE); Nonlinear Krylov Acceleration (NKA)

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APA (6th Edition):

Till, A. T. (2014). A Generalized Multigroup Method. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152849

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):

Till, Andrew Thomas. “A Generalized Multigroup Method.” 2014. Thesis, Texas A&M University. Accessed December 11, 2019. http://hdl.handle.net/1969.1/152849.

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

MLA Handbook (7th Edition):

Till, Andrew Thomas. “A Generalized Multigroup Method.” 2014. Web. 11 Dec 2019.

Vancouver:

Till AT. A Generalized Multigroup Method. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1969.1/152849.

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

Council of Science Editors:

Till AT. A Generalized Multigroup Method. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152849

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


Georgia Tech

15. Smith, Eric Christopher. Shock and vibration isolation concepts through use of dynamic, multi-degree-of-freedom mechanical systems.

Degree: PhD, Mechanical Engineering, 2016, Georgia Tech

 Shock and vibration isolation continues to be an area of great interest to structural designers and to mount manufacturers. When the input disturbance is single-frequency… (more)

Subjects/Keywords: Shock; Vibration; Nonlinear; Finite element analysis; Experimentation; Rotation; Dynamics; Multi-degree-of-freedom; Isolation

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APA (6th Edition):

Smith, E. C. (2016). Shock and vibration isolation concepts through use of dynamic, multi-degree-of-freedom mechanical systems. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/55675

Chicago Manual of Style (16th Edition):

Smith, Eric Christopher. “Shock and vibration isolation concepts through use of dynamic, multi-degree-of-freedom mechanical systems.” 2016. Doctoral Dissertation, Georgia Tech. Accessed December 11, 2019. http://hdl.handle.net/1853/55675.

MLA Handbook (7th Edition):

Smith, Eric Christopher. “Shock and vibration isolation concepts through use of dynamic, multi-degree-of-freedom mechanical systems.” 2016. Web. 11 Dec 2019.

Vancouver:

Smith EC. Shock and vibration isolation concepts through use of dynamic, multi-degree-of-freedom mechanical systems. [Internet] [Doctoral dissertation]. Georgia Tech; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1853/55675.

Council of Science Editors:

Smith EC. Shock and vibration isolation concepts through use of dynamic, multi-degree-of-freedom mechanical systems. [Doctoral Dissertation]. Georgia Tech; 2016. Available from: http://hdl.handle.net/1853/55675


University of California – San Diego

16. Ebrahimian, Hamed. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.

Degree: Structural Engineering, 2015, University of California – San Diego

 Structural health monitoring (SHM) is defined as the capability to monitor the performance behavior of civil infrastructure systems as well as to detect, localize, and… (more)

Subjects/Keywords: Engineering; Bayesian Inference; Damage Identification; Model Updating; Nonlinear Finite Element; Structural Health Monitoring; System Identification

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APA (6th Edition):

Ebrahimian, H. (2015). NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/62r7p58r

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):

Ebrahimian, Hamed. “NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.” 2015. Thesis, University of California – San Diego. Accessed December 11, 2019. http://www.escholarship.org/uc/item/62r7p58r.

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

MLA Handbook (7th Edition):

Ebrahimian, Hamed. “NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.” 2015. Web. 11 Dec 2019.

Vancouver:

Ebrahimian H. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. [Internet] [Thesis]. University of California – San Diego; 2015. [cited 2019 Dec 11]. Available from: http://www.escholarship.org/uc/item/62r7p58r.

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

Council of Science Editors:

Ebrahimian H. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. [Thesis]. University of California – San Diego; 2015. Available from: http://www.escholarship.org/uc/item/62r7p58r

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


University of Southern California

17. Bergman, Dean. Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications.

Degree: PhD, Aerospace Engineering, 2014, University of Southern California

 Shape Memory Polymer Composite (SMPC) structures are an ideal solution for large space structure deployment problems. This is due to their ability to be formed… (more)

Subjects/Keywords: SMP; SMPC; shape memory polymer; composite; beam; FEM; FEA; finite element; shells; nonlinear

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APA (6th Edition):

Bergman, D. (2014). Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/434948/rec/3974

Chicago Manual of Style (16th Edition):

Bergman, Dean. “Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications.” 2014. Doctoral Dissertation, University of Southern California. Accessed December 11, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/434948/rec/3974.

MLA Handbook (7th Edition):

Bergman, Dean. “Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications.” 2014. Web. 11 Dec 2019.

Vancouver:

Bergman D. Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications. [Internet] [Doctoral dissertation]. University of Southern California; 2014. [cited 2019 Dec 11]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/434948/rec/3974.

Council of Science Editors:

Bergman D. Mathematical model and numerical analysis of a shape memory polymer composite cantilever beam for space applications. [Doctoral Dissertation]. University of Southern California; 2014. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/434948/rec/3974


Florida International University

18. Taghinezhadbilondy, Ramin. Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas.

Degree: PhD, Civil Engineering, 2016, Florida International University

  The steel bridge system referred to as Simple for Dead load and Continuous for Live load (SDCL) has gained popularity in non-seismic areas of… (more)

Subjects/Keywords: SDCL; Seismic detail; Finite element analysis; Integral bridge system; Nonlinear time history analysis; Structural Engineering

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APA (6th Edition):

Taghinezhadbilondy, R. (2016). Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/2986 ; 10.25148/etd.FIDC001238 ; FIDC001238

Chicago Manual of Style (16th Edition):

Taghinezhadbilondy, Ramin. “Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas.” 2016. Doctoral Dissertation, Florida International University. Accessed December 11, 2019. http://digitalcommons.fiu.edu/etd/2986 ; 10.25148/etd.FIDC001238 ; FIDC001238.

MLA Handbook (7th Edition):

Taghinezhadbilondy, Ramin. “Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas.” 2016. Web. 11 Dec 2019.

Vancouver:

Taghinezhadbilondy R. Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas. [Internet] [Doctoral dissertation]. Florida International University; 2016. [cited 2019 Dec 11]. Available from: http://digitalcommons.fiu.edu/etd/2986 ; 10.25148/etd.FIDC001238 ; FIDC001238.

Council of Science Editors:

Taghinezhadbilondy R. Extending Use of Simple for Dead Load and Continuous for Live Load (SDCL) Steel Bridge System to Seismic Areas. [Doctoral Dissertation]. Florida International University; 2016. Available from: http://digitalcommons.fiu.edu/etd/2986 ; 10.25148/etd.FIDC001238 ; FIDC001238


Virginia Tech

19. Ba-abbad, Mazen. Reliability-based Design Optimization of a Nonlinear Elastic Plastic Thin-Walled T-Section Beam.

Degree: PhD, Aerospace and Ocean Engineering, 2004, Virginia Tech

 A two part study is performed to investigate the application of reliability-based design optimization (RBDO) approach to design elastic-plastic stiffener beams with Tsection. The objectives… (more)

Subjects/Keywords: Nonlinear; Reliability-Based Optimization; Finite Element

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APA (6th Edition):

Ba-abbad, M. (2004). Reliability-based Design Optimization of a Nonlinear Elastic Plastic Thin-Walled T-Section Beam. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27895

Chicago Manual of Style (16th Edition):

Ba-abbad, Mazen. “Reliability-based Design Optimization of a Nonlinear Elastic Plastic Thin-Walled T-Section Beam.” 2004. Doctoral Dissertation, Virginia Tech. Accessed December 11, 2019. http://hdl.handle.net/10919/27895.

MLA Handbook (7th Edition):

Ba-abbad, Mazen. “Reliability-based Design Optimization of a Nonlinear Elastic Plastic Thin-Walled T-Section Beam.” 2004. Web. 11 Dec 2019.

Vancouver:

Ba-abbad M. Reliability-based Design Optimization of a Nonlinear Elastic Plastic Thin-Walled T-Section Beam. [Internet] [Doctoral dissertation]. Virginia Tech; 2004. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10919/27895.

Council of Science Editors:

Ba-abbad M. Reliability-based Design Optimization of a Nonlinear Elastic Plastic Thin-Walled T-Section Beam. [Doctoral Dissertation]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/27895


Virginia Tech

20. Tongtoe, Samruam. Failure Prediction of Spatial Wood Structures: Geometric and Material Nonlinear Finite Element Analysis.

Degree: PhD, Civil Engineering, 1997, Virginia Tech

 The purpose of this study is to investigate spatial wood structures, trace their response on equilibrium paths, identify failure modes, and predict the ultimate load.… (more)

Subjects/Keywords: glulam; wood; nonlinear; finite element; dome

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APA (6th Edition):

Tongtoe, S. (1997). Failure Prediction of Spatial Wood Structures: Geometric and Material Nonlinear Finite Element Analysis. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30557

Chicago Manual of Style (16th Edition):

Tongtoe, Samruam. “Failure Prediction of Spatial Wood Structures: Geometric and Material Nonlinear Finite Element Analysis.” 1997. Doctoral Dissertation, Virginia Tech. Accessed December 11, 2019. http://hdl.handle.net/10919/30557.

MLA Handbook (7th Edition):

Tongtoe, Samruam. “Failure Prediction of Spatial Wood Structures: Geometric and Material Nonlinear Finite Element Analysis.” 1997. Web. 11 Dec 2019.

Vancouver:

Tongtoe S. Failure Prediction of Spatial Wood Structures: Geometric and Material Nonlinear Finite Element Analysis. [Internet] [Doctoral dissertation]. Virginia Tech; 1997. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10919/30557.

Council of Science Editors:

Tongtoe S. Failure Prediction of Spatial Wood Structures: Geometric and Material Nonlinear Finite Element Analysis. [Doctoral Dissertation]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/30557


Vanderbilt University

21. Yapar, Ozgur. AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management.

Degree: PhD, Civil Engineering, 2015, Vanderbilt University

 For effective bridge management, monitoring its health and repairing the detected damages efficiently are essential. The first part of this study uses acoustic emission (AE)… (more)

Subjects/Keywords: Finite Element Method; Damage Assessment; Non-destructive Testing; Acoustic Emission; Nonlinear Analysis; Plastic Damage

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APA (6th Edition):

Yapar, O. (2015). AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-02202015-174518/ ;

Chicago Manual of Style (16th Edition):

Yapar, Ozgur. “AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management.” 2015. Doctoral Dissertation, Vanderbilt University. Accessed December 11, 2019. http://etd.library.vanderbilt.edu/available/etd-02202015-174518/ ;.

MLA Handbook (7th Edition):

Yapar, Ozgur. “AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management.” 2015. Web. 11 Dec 2019.

Vancouver:

Yapar O. AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management. [Internet] [Doctoral dissertation]. Vanderbilt University; 2015. [cited 2019 Dec 11]. Available from: http://etd.library.vanderbilt.edu/available/etd-02202015-174518/ ;.

Council of Science Editors:

Yapar O. AE Based Health Monitoring and Bonded FRP Patch Repair in Bridge Management. [Doctoral Dissertation]. Vanderbilt University; 2015. Available from: http://etd.library.vanderbilt.edu/available/etd-02202015-174518/ ;


University of Connecticut

22. Lovejoy, Eric R. Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers.

Degree: MS, Civil Engineering, 2013, University of Connecticut

  In prior research, the MR damper's dynamic characteristics are typically modeled in the MATLAB/Simulink environment. Creating a structural model with nonlinear material properties, however,… (more)

Subjects/Keywords: Structural Control; Nonlinear; MR Damper; Finite Element; Reinforced Concrete; Seismic Analysis; Multiplatform Analysis

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APA (6th Edition):

Lovejoy, E. R. (2013). Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/379

Chicago Manual of Style (16th Edition):

Lovejoy, Eric R. “Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers.” 2013. Masters Thesis, University of Connecticut. Accessed December 11, 2019. https://opencommons.uconn.edu/gs_theses/379.

MLA Handbook (7th Edition):

Lovejoy, Eric R. “Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers.” 2013. Web. 11 Dec 2019.

Vancouver:

Lovejoy ER. Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers. [Internet] [Masters thesis]. University of Connecticut; 2013. [cited 2019 Dec 11]. Available from: https://opencommons.uconn.edu/gs_theses/379.

Council of Science Editors:

Lovejoy ER. Multiplatform Analysis Seismic Evaluation of a Non-Seismically Detailed Nonlinear RC Structure Retrofitted With Magneto-Rheological Dampers. [Masters Thesis]. University of Connecticut; 2013. Available from: https://opencommons.uconn.edu/gs_theses/379


Penn State University

23. Pradeep Kumar, Arjun. EFFICIENT COMPUTATION OF FREQUENCY RESPONSE OF MULTI-DEGREE OF FREEDOM NON-LINEAR VIBRATIONAL SYSTEM.

Degree: 2017, Penn State University

 Frequency sweep problems occur in several applications of structural dynamics, acoustics and structural acoustics. In general, the evaluation of a frequency response function involves finding… (more)

Subjects/Keywords: frequency sweep; interpolation; Padé’s interpolation technique; nonlinear systems; structural acoustics; structural dynamics; finite element method

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APA (6th Edition):

Pradeep Kumar, A. (2017). EFFICIENT COMPUTATION OF FREQUENCY RESPONSE OF MULTI-DEGREE OF FREEDOM NON-LINEAR VIBRATIONAL SYSTEM. (Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/14173amp6495

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):

Pradeep Kumar, Arjun. “EFFICIENT COMPUTATION OF FREQUENCY RESPONSE OF MULTI-DEGREE OF FREEDOM NON-LINEAR VIBRATIONAL SYSTEM.” 2017. Thesis, Penn State University. Accessed December 11, 2019. https://etda.libraries.psu.edu/catalog/14173amp6495.

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

MLA Handbook (7th Edition):

Pradeep Kumar, Arjun. “EFFICIENT COMPUTATION OF FREQUENCY RESPONSE OF MULTI-DEGREE OF FREEDOM NON-LINEAR VIBRATIONAL SYSTEM.” 2017. Web. 11 Dec 2019.

Vancouver:

Pradeep Kumar A. EFFICIENT COMPUTATION OF FREQUENCY RESPONSE OF MULTI-DEGREE OF FREEDOM NON-LINEAR VIBRATIONAL SYSTEM. [Internet] [Thesis]. Penn State University; 2017. [cited 2019 Dec 11]. Available from: https://etda.libraries.psu.edu/catalog/14173amp6495.

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

Council of Science Editors:

Pradeep Kumar A. EFFICIENT COMPUTATION OF FREQUENCY RESPONSE OF MULTI-DEGREE OF FREEDOM NON-LINEAR VIBRATIONAL SYSTEM. [Thesis]. Penn State University; 2017. Available from: https://etda.libraries.psu.edu/catalog/14173amp6495

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


University of Southern California

24. Jafarkhani, Reza. Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures.

Degree: PhD, Civil Engineering (Structural Engineering), 2013, University of Southern California

 Civil infrastructures play a vital role in human societies. Recent catastrophic events due to the deficiency, failure or malfunction of these systems, claiming many lives… (more)

Subjects/Keywords: structural dynamics; system identification; damage detection; nonlinear systems; finite element model updating; optimization; neural networks

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APA (6th Edition):

Jafarkhani, R. (2013). Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153

Chicago Manual of Style (16th Edition):

Jafarkhani, Reza. “Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures.” 2013. Doctoral Dissertation, University of Southern California. Accessed December 11, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153.

MLA Handbook (7th Edition):

Jafarkhani, Reza. “Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures.” 2013. Web. 11 Dec 2019.

Vancouver:

Jafarkhani R. Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures. [Internet] [Doctoral dissertation]. University of Southern California; 2013. [cited 2019 Dec 11]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153.

Council of Science Editors:

Jafarkhani R. Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures. [Doctoral Dissertation]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153


Cal Poly

25. Rodriguez, Osmar. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES.

Degree: MS, Civil and Environmental Engineering, 2012, Cal Poly

  This research evaluates the seismic demands for a three-span curved bridge crossing fault-rupture zones. Two approximate procedures which have been proved adequate for ordinary… (more)

Subjects/Keywords: Seismic Engineering; Structural Engineering; Fault-Rupture; Nonlinear Response History Analysis; Finite Element Modeling; Structural Engineering

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APA (6th Edition):

Rodriguez, O. (2012). BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18

Chicago Manual of Style (16th Edition):

Rodriguez, Osmar. “BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES.” 2012. Masters Thesis, Cal Poly. Accessed December 11, 2019. https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18.

MLA Handbook (7th Edition):

Rodriguez, Osmar. “BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES.” 2012. Web. 11 Dec 2019.

Vancouver:

Rodriguez O. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2019 Dec 11]. Available from: https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18.

Council of Science Editors:

Rodriguez O. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. [Masters Thesis]. Cal Poly; 2012. Available from: https://digitalcommons.calpoly.edu/theses/701 ; 10.15368/theses.2012.18


University of Texas – Austin

26. Nagaraj, Sriram. DPG methods for nonlinear fiber optics.

Degree: PhD, Computational Science, Engineering, and Mathematics, 2018, University of Texas – Austin

 In recent years, the Discontinuous Petrov-Galerkin (DPG) method has been the subject of significant study. It comes with a collection of desirable properties, including uniform/mesh… (more)

Subjects/Keywords: Discontinuous Petrov-Galerkin method; Nonlinear fiber optics; Mathematical modeling; Finite element analysis

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APA (6th Edition):

Nagaraj, S. (2018). DPG methods for nonlinear fiber optics. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/67704

Chicago Manual of Style (16th Edition):

Nagaraj, Sriram. “DPG methods for nonlinear fiber optics.” 2018. Doctoral Dissertation, University of Texas – Austin. Accessed December 11, 2019. http://hdl.handle.net/2152/67704.

MLA Handbook (7th Edition):

Nagaraj, Sriram. “DPG methods for nonlinear fiber optics.” 2018. Web. 11 Dec 2019.

Vancouver:

Nagaraj S. DPG methods for nonlinear fiber optics. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2018. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/2152/67704.

Council of Science Editors:

Nagaraj S. DPG methods for nonlinear fiber optics. [Doctoral Dissertation]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/67704


Penn State University

27. Thukral, Payal. NONLINEAR PROGRAMMING SOLVERS FOR HYBRID FINITE ELEMENT.

Degree: 2017, Penn State University

 The focus of this work is on analyzing and developing nonlinear solvers for performing nonlinear structural analysis for large displacements in both elastic and inelastic… (more)

Subjects/Keywords: Nonlinear finite element analysis; Newton's method; Nonlinear programming; Sequential quadratic programming; Crisfield's arc length method; Conjugate gradient method; Path continuation

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APA (6th Edition):

Thukral, P. (2017). NONLINEAR PROGRAMMING SOLVERS FOR HYBRID FINITE ELEMENT. (Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/14733pvt5141

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):

Thukral, Payal. “NONLINEAR PROGRAMMING SOLVERS FOR HYBRID FINITE ELEMENT.” 2017. Thesis, Penn State University. Accessed December 11, 2019. https://etda.libraries.psu.edu/catalog/14733pvt5141.

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

MLA Handbook (7th Edition):

Thukral, Payal. “NONLINEAR PROGRAMMING SOLVERS FOR HYBRID FINITE ELEMENT.” 2017. Web. 11 Dec 2019.

Vancouver:

Thukral P. NONLINEAR PROGRAMMING SOLVERS FOR HYBRID FINITE ELEMENT. [Internet] [Thesis]. Penn State University; 2017. [cited 2019 Dec 11]. Available from: https://etda.libraries.psu.edu/catalog/14733pvt5141.

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

Council of Science Editors:

Thukral P. NONLINEAR PROGRAMMING SOLVERS FOR HYBRID FINITE ELEMENT. [Thesis]. Penn State University; 2017. Available from: https://etda.libraries.psu.edu/catalog/14733pvt5141

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


Virginia Tech

28. Xing, Chenxi. An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints.

Degree: PhD, Civil Engineering, 2019, Virginia Tech

 Reinforced concrete (RC) moment frames are one of the most popular structure types because of their economical construction and adaptable spaces. Moment frames consist of… (more)

Subjects/Keywords: Interior Beam-Column Joint; Reinforced Concrete Structures; Nonlinear Finite Element Analysis; Bond-slip Behavior; Nonlinear Truss Model; ACI352

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APA (6th Edition):

Xing, C. (2019). An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/92873

Chicago Manual of Style (16th Edition):

Xing, Chenxi. “An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints.” 2019. Doctoral Dissertation, Virginia Tech. Accessed December 11, 2019. http://hdl.handle.net/10919/92873.

MLA Handbook (7th Edition):

Xing, Chenxi. “An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints.” 2019. Web. 11 Dec 2019.

Vancouver:

Xing C. An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints. [Internet] [Doctoral dissertation]. Virginia Tech; 2019. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10919/92873.

Council of Science Editors:

Xing C. An Analytical Study on the Behavior of Reinforced Concrete Interior Beam-Column Joints. [Doctoral Dissertation]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/92873


Wake Forest University

29. Gaewsky, James. Driver Injury Metric and Risk Variability as a Function of Occupant Position in Real World Motor Vehicle Crashes.

Degree: 2015, Wake Forest University

 Motor vehicle crashes (MVCs) are a worldwide public health concern, resulting in annual totals of approximately 1.24 million deaths and 20-50 million injured occupants. Real… (more)

Subjects/Keywords: Finite Element

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APA (6th Edition):

Gaewsky, J. (2015). Driver Injury Metric and Risk Variability as a Function of Occupant Position in Real World Motor Vehicle Crashes. (Thesis). Wake Forest University. Retrieved from http://hdl.handle.net/10339/57171

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):

Gaewsky, James. “Driver Injury Metric and Risk Variability as a Function of Occupant Position in Real World Motor Vehicle Crashes.” 2015. Thesis, Wake Forest University. Accessed December 11, 2019. http://hdl.handle.net/10339/57171.

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

MLA Handbook (7th Edition):

Gaewsky, James. “Driver Injury Metric and Risk Variability as a Function of Occupant Position in Real World Motor Vehicle Crashes.” 2015. Web. 11 Dec 2019.

Vancouver:

Gaewsky J. Driver Injury Metric and Risk Variability as a Function of Occupant Position in Real World Motor Vehicle Crashes. [Internet] [Thesis]. Wake Forest University; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10339/57171.

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

Council of Science Editors:

Gaewsky J. Driver Injury Metric and Risk Variability as a Function of Occupant Position in Real World Motor Vehicle Crashes. [Thesis]. Wake Forest University; 2015. Available from: http://hdl.handle.net/10339/57171

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


Wake Forest University

30. Jones, Derek Alexander. Development and Utilization of a Semi-Automated Finite Element Approach to Real World Motor Vehicle Crash Reconstruction to Investigate Lumbar Spine Injury.

Degree: 2016, Wake Forest University

 Motor vehicle crashes (MVCs) are the eighth leading cause of death globally, accounting for over 1.2 million deaths annually. In the United States alone, 30,000… (more)

Subjects/Keywords: finite element

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

APA (6th Edition):

Jones, D. A. (2016). Development and Utilization of a Semi-Automated Finite Element Approach to Real World Motor Vehicle Crash Reconstruction to Investigate Lumbar Spine Injury. (Thesis). Wake Forest University. Retrieved from http://hdl.handle.net/10339/62652

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):

Jones, Derek Alexander. “Development and Utilization of a Semi-Automated Finite Element Approach to Real World Motor Vehicle Crash Reconstruction to Investigate Lumbar Spine Injury.” 2016. Thesis, Wake Forest University. Accessed December 11, 2019. http://hdl.handle.net/10339/62652.

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

MLA Handbook (7th Edition):

Jones, Derek Alexander. “Development and Utilization of a Semi-Automated Finite Element Approach to Real World Motor Vehicle Crash Reconstruction to Investigate Lumbar Spine Injury.” 2016. Web. 11 Dec 2019.

Vancouver:

Jones DA. Development and Utilization of a Semi-Automated Finite Element Approach to Real World Motor Vehicle Crash Reconstruction to Investigate Lumbar Spine Injury. [Internet] [Thesis]. Wake Forest University; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10339/62652.

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

Council of Science Editors:

Jones DA. Development and Utilization of a Semi-Automated Finite Element Approach to Real World Motor Vehicle Crash Reconstruction to Investigate Lumbar Spine Injury. [Thesis]. Wake Forest University; 2016. Available from: http://hdl.handle.net/10339/62652

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

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