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You searched for subject:(Nonlinear finite element dispersion). Showing records 1 – 30 of 20679 total matches.

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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 October 22, 2019. http://hdl.handle.net/1853/39643.

MLA Handbook (7th Edition):

Narisetti, Raj K. “Wave propagation in nonlinear periodic structures.” 2010. Web. 22 Oct 2019.

Vancouver:

Narisetti RK. Wave propagation in nonlinear periodic structures. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2019 Oct 22]. 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. Gandomzadeh, Ali. Dynamic soil-structure interaction : effect of nonlinear soil behavior : Interaction dynamique sol-structure : influence de non linéarités de comportement du sol.

Degree: Docteur es, Géotechnique, 2011, Université Paris-Est

 L'interaction dynamique sol-structure a été largement explorée en supposant le comportement linéaire du sol. Néanmoins, pour des séismes d'intensité modérée à forte, la contrainte de… (more)

Subjects/Keywords: Sol non linéaire; Interaction dynamique sol-structure; Éléments finis; Dissipation d'énérgie; Couches absorbantes; Dispersion numérique; Nonlinear soil; Dynamic soil-structure interaction; Finite element; Energy dissipation; Boundary condition; Numerical dispersion

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APA (6th Edition):

Gandomzadeh, A. (2011). Dynamic soil-structure interaction : effect of nonlinear soil behavior : Interaction dynamique sol-structure : influence de non linéarités de comportement du sol. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2011PEST1080

Chicago Manual of Style (16th Edition):

Gandomzadeh, Ali. “Dynamic soil-structure interaction : effect of nonlinear soil behavior : Interaction dynamique sol-structure : influence de non linéarités de comportement du sol.” 2011. Doctoral Dissertation, Université Paris-Est. Accessed October 22, 2019. http://www.theses.fr/2011PEST1080.

MLA Handbook (7th Edition):

Gandomzadeh, Ali. “Dynamic soil-structure interaction : effect of nonlinear soil behavior : Interaction dynamique sol-structure : influence de non linéarités de comportement du sol.” 2011. Web. 22 Oct 2019.

Vancouver:

Gandomzadeh A. Dynamic soil-structure interaction : effect of nonlinear soil behavior : Interaction dynamique sol-structure : influence de non linéarités de comportement du sol. [Internet] [Doctoral dissertation]. Université Paris-Est; 2011. [cited 2019 Oct 22]. Available from: http://www.theses.fr/2011PEST1080.

Council of Science Editors:

Gandomzadeh A. Dynamic soil-structure interaction : effect of nonlinear soil behavior : Interaction dynamique sol-structure : influence de non linéarités de comportement du sol. [Doctoral Dissertation]. Université Paris-Est; 2011. Available from: http://www.theses.fr/2011PEST1080

3. 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 October 22, 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. 22 Oct 2019.

Vancouver:

Lotfi R. Thesis-RezaLotfi-CivilEngineering. [Internet] [Thesis]. Johns Hopkins University; 2014. [cited 2019 Oct 22]. 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

4. 粥見, 翔. The effect of bite force in occlusal adjustment of dental implants on the distribution of occlusal pressure. : Comparison among three bite forces in occlusal adjustment : インプラントの咬合調整時の咬合力が咬合圧分布に及ぼす影響 : 3種類の咬合力の比較.

Degree: 博士(歯学), 2014, Hokkaido University / 北海道大学

Purpose:The purpose of this study was to investigate the influence of occlusal forces(the contractile force of masticatory muscles) exerted during occlusal adjustment on the distribution… (more)

Subjects/Keywords: implants; occlusal adjustment; nonlinear; finite element analysis

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APA (6th Edition):

粥見, . (2014). The effect of bite force in occlusal adjustment of dental implants on the distribution of occlusal pressure. : Comparison among three bite forces in occlusal adjustment : インプラントの咬合調整時の咬合力が咬合圧分布に及ぼす影響 : 3種類の咬合力の比較. (Thesis). Hokkaido University / 北海道大学. Retrieved from http://hdl.handle.net/2115/58159 ; http://dx.doi.org/10.14943/doctoral.k11247

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):

粥見, 翔. “The effect of bite force in occlusal adjustment of dental implants on the distribution of occlusal pressure. : Comparison among three bite forces in occlusal adjustment : インプラントの咬合調整時の咬合力が咬合圧分布に及ぼす影響 : 3種類の咬合力の比較.” 2014. Thesis, Hokkaido University / 北海道大学. Accessed October 22, 2019. http://hdl.handle.net/2115/58159 ; http://dx.doi.org/10.14943/doctoral.k11247.

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

MLA Handbook (7th Edition):

粥見, 翔. “The effect of bite force in occlusal adjustment of dental implants on the distribution of occlusal pressure. : Comparison among three bite forces in occlusal adjustment : インプラントの咬合調整時の咬合力が咬合圧分布に及ぼす影響 : 3種類の咬合力の比較.” 2014. Web. 22 Oct 2019.

Vancouver:

粥見 . The effect of bite force in occlusal adjustment of dental implants on the distribution of occlusal pressure. : Comparison among three bite forces in occlusal adjustment : インプラントの咬合調整時の咬合力が咬合圧分布に及ぼす影響 : 3種類の咬合力の比較. [Internet] [Thesis]. Hokkaido University / 北海道大学; 2014. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/2115/58159 ; http://dx.doi.org/10.14943/doctoral.k11247.

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

Council of Science Editors:

粥見 . The effect of bite force in occlusal adjustment of dental implants on the distribution of occlusal pressure. : Comparison among three bite forces in occlusal adjustment : インプラントの咬合調整時の咬合力が咬合圧分布に及ぼす影響 : 3種類の咬合力の比較. [Thesis]. Hokkaido University / 北海道大学; 2014. Available from: http://hdl.handle.net/2115/58159 ; http://dx.doi.org/10.14943/doctoral.k11247

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


Georgia Tech

5. 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 October 22, 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. 22 Oct 2019.

Vancouver:

Koreck J. Computational characterization of adhesive bond properties using guided waves in bonded plates. [Internet] [Masters thesis]. Georgia Tech; 2006. [cited 2019 Oct 22]. 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


University of Waterloo

6. Chalmers, Noel. Superconvergence, Superaccuracy, and Stability of the Discontinuous Galerkin Finite Element Method.

Degree: 2015, University of Waterloo

 This thesis is concerned with the investigation of the superconvergence, superaccuracy, and stability properties of the discontinuous Galerkin (DG) finite element method in one and… (more)

Subjects/Keywords: finite element; discontinuous Galerkin; dissipation; dispersion; superconvergence; CFL condition

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APA (6th Edition):

Chalmers, N. (2015). Superconvergence, Superaccuracy, and Stability of the Discontinuous Galerkin Finite Element Method. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9652

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):

Chalmers, Noel. “Superconvergence, Superaccuracy, and Stability of the Discontinuous Galerkin Finite Element Method.” 2015. Thesis, University of Waterloo. Accessed October 22, 2019. http://hdl.handle.net/10012/9652.

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

MLA Handbook (7th Edition):

Chalmers, Noel. “Superconvergence, Superaccuracy, and Stability of the Discontinuous Galerkin Finite Element Method.” 2015. Web. 22 Oct 2019.

Vancouver:

Chalmers N. Superconvergence, Superaccuracy, and Stability of the Discontinuous Galerkin Finite Element Method. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/10012/9652.

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

Council of Science Editors:

Chalmers N. Superconvergence, Superaccuracy, and Stability of the Discontinuous Galerkin Finite Element Method. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9652

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

7. Filippini, Andrea Gilberto. Free surface flow simulation in estuarine and coastal environments : numerical development and application on unstructured meshes : Simulation des écoulements à la surface libre dans des environnements côtiers et estuariens : développement numérique et application sur des maillages non-structurés.

Degree: Docteur es, Mathématiques appliquées et calcul scientifique, 2016, Bordeaux

Over the last decades, there has been considerable attention in the accurate mathematical modeling and numerical simulations of free surface wave propagation in near-shore environments.… (more)

Subjects/Keywords: Modèle de type Boussinesq; Équations de Serre-Green-Naghdi; Fortement non-linéaire et faiblement dispersif; Déferlement des vagues; Volume Fini; Élément Fini; Erreur de dispersion; Mascaret; Estuaires; Analyse dimensionnelle; Boussinesq-type models; Serre-Green-Naghdi equations; Fully nonlinear and weakly dispersive; Wave breaking; Finite Volume; Finite element; Dispersion error; Tidal bore; Alluvial estuaries; Scaling analysis

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APA (6th Edition):

Filippini, A. G. (2016). Free surface flow simulation in estuarine and coastal environments : numerical development and application on unstructured meshes : Simulation des écoulements à la surface libre dans des environnements côtiers et estuariens : développement numérique et application sur des maillages non-structurés. (Doctoral Dissertation). Bordeaux. Retrieved from http://www.theses.fr/2016BORD0404

Chicago Manual of Style (16th Edition):

Filippini, Andrea Gilberto. “Free surface flow simulation in estuarine and coastal environments : numerical development and application on unstructured meshes : Simulation des écoulements à la surface libre dans des environnements côtiers et estuariens : développement numérique et application sur des maillages non-structurés.” 2016. Doctoral Dissertation, Bordeaux. Accessed October 22, 2019. http://www.theses.fr/2016BORD0404.

MLA Handbook (7th Edition):

Filippini, Andrea Gilberto. “Free surface flow simulation in estuarine and coastal environments : numerical development and application on unstructured meshes : Simulation des écoulements à la surface libre dans des environnements côtiers et estuariens : développement numérique et application sur des maillages non-structurés.” 2016. Web. 22 Oct 2019.

Vancouver:

Filippini AG. Free surface flow simulation in estuarine and coastal environments : numerical development and application on unstructured meshes : Simulation des écoulements à la surface libre dans des environnements côtiers et estuariens : développement numérique et application sur des maillages non-structurés. [Internet] [Doctoral dissertation]. Bordeaux; 2016. [cited 2019 Oct 22]. Available from: http://www.theses.fr/2016BORD0404.

Council of Science Editors:

Filippini AG. Free surface flow simulation in estuarine and coastal environments : numerical development and application on unstructured meshes : Simulation des écoulements à la surface libre dans des environnements côtiers et estuariens : développement numérique et application sur des maillages non-structurés. [Doctoral Dissertation]. Bordeaux; 2016. Available from: http://www.theses.fr/2016BORD0404


Virginia Tech

8. 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 October 22, 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. 22 Oct 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 Oct 22]. 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

9. 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 October 22, 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. 22 Oct 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 Oct 22]. 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


Louisiana State University

10. Huang, Chang. A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model.

Degree: MSPE, Petroleum Engineering, 2016, Louisiana State University

 Wellbore stability analysis acts an important role in the drilling design to avoid pipe-stuck, lost circulation and the other instability-induced problems. However, the conventional linear… (more)

Subjects/Keywords: wellbore integrity; plasticity; nonlinear finite element method; return-mapping; NYZA

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APA (6th Edition):

Huang, C. (2016). A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model. (Masters Thesis). Louisiana State University. Retrieved from etd-05162016-095915 ; https://digitalcommons.lsu.edu/gradschool_theses/2432

Chicago Manual of Style (16th Edition):

Huang, Chang. “A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model.” 2016. Masters Thesis, Louisiana State University. Accessed October 22, 2019. etd-05162016-095915 ; https://digitalcommons.lsu.edu/gradschool_theses/2432.

MLA Handbook (7th Edition):

Huang, Chang. “A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model.” 2016. Web. 22 Oct 2019.

Vancouver:

Huang C. A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model. [Internet] [Masters thesis]. Louisiana State University; 2016. [cited 2019 Oct 22]. Available from: etd-05162016-095915 ; https://digitalcommons.lsu.edu/gradschool_theses/2432.

Council of Science Editors:

Huang C. A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model. [Masters Thesis]. Louisiana State University; 2016. Available from: etd-05162016-095915 ; https://digitalcommons.lsu.edu/gradschool_theses/2432


Texas A&M University

11. 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 October 22, 2019. http://hdl.handle.net/1969.1/158716.

MLA Handbook (7th Edition):

Ye, Shuai. “GMsFEM for Nonlinear Problems & Space-Time GMsFEM.” 2016. Web. 22 Oct 2019.

Vancouver:

Ye S. GMsFEM for Nonlinear Problems & Space-Time GMsFEM. [Internet] [Doctoral dissertation]. Texas A&M University; 2016. [cited 2019 Oct 22]. 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

12. Hinojosa Rehbein, Jorge Andrés. Sur la robustesse d'une méthode de décomposition de domaine mixte avec relocalisation non linéaire pour le traitement des instabilités géométriques dans les grandes structures raidies : On the robustness of a mixed domain decomposition method with nonlinear relocalization for handling geometrical instabilities on large stiffened structures.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2012, Cachan, Ecole normale supérieure

Les travaux de thèse portent sur l'évaluation et la robustesse des stratégies adaptées pour la simulation de grandes structures avec non-linéarités non équitablement réparties, tels… (more)

Subjects/Keywords: Calcul haute performance; Structures élancées; Finite element method; Nonlinear

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APA (6th Edition):

Hinojosa Rehbein, J. A. (2012). Sur la robustesse d'une méthode de décomposition de domaine mixte avec relocalisation non linéaire pour le traitement des instabilités géométriques dans les grandes structures raidies : On the robustness of a mixed domain decomposition method with nonlinear relocalization for handling geometrical instabilities on large stiffened structures. (Doctoral Dissertation). Cachan, Ecole normale supérieure. Retrieved from http://www.theses.fr/2012DENS0010

Chicago Manual of Style (16th Edition):

Hinojosa Rehbein, Jorge Andrés. “Sur la robustesse d'une méthode de décomposition de domaine mixte avec relocalisation non linéaire pour le traitement des instabilités géométriques dans les grandes structures raidies : On the robustness of a mixed domain decomposition method with nonlinear relocalization for handling geometrical instabilities on large stiffened structures.” 2012. Doctoral Dissertation, Cachan, Ecole normale supérieure. Accessed October 22, 2019. http://www.theses.fr/2012DENS0010.

MLA Handbook (7th Edition):

Hinojosa Rehbein, Jorge Andrés. “Sur la robustesse d'une méthode de décomposition de domaine mixte avec relocalisation non linéaire pour le traitement des instabilités géométriques dans les grandes structures raidies : On the robustness of a mixed domain decomposition method with nonlinear relocalization for handling geometrical instabilities on large stiffened structures.” 2012. Web. 22 Oct 2019.

Vancouver:

Hinojosa Rehbein JA. Sur la robustesse d'une méthode de décomposition de domaine mixte avec relocalisation non linéaire pour le traitement des instabilités géométriques dans les grandes structures raidies : On the robustness of a mixed domain decomposition method with nonlinear relocalization for handling geometrical instabilities on large stiffened structures. [Internet] [Doctoral dissertation]. Cachan, Ecole normale supérieure; 2012. [cited 2019 Oct 22]. Available from: http://www.theses.fr/2012DENS0010.

Council of Science Editors:

Hinojosa Rehbein JA. Sur la robustesse d'une méthode de décomposition de domaine mixte avec relocalisation non linéaire pour le traitement des instabilités géométriques dans les grandes structures raidies : On the robustness of a mixed domain decomposition method with nonlinear relocalization for handling geometrical instabilities on large stiffened structures. [Doctoral Dissertation]. Cachan, Ecole normale supérieure; 2012. Available from: http://www.theses.fr/2012DENS0010


University of Houston

13. 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 October 22, 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. 22 Oct 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 Oct 22]. 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.


University of New South Wales

14. Teng, Xiaodan. Nonlinear Finite Element Analysis of FRP-strengthened Concrete Slabs under Static and Traffic Loads.

Degree: Engineering & Information Technology Canberra, 2014, University of New South Wales

 Fibre-reinforced polymers (FRP) are commonly used in reinforced concrete (RC) structures as externally bonded materials for retrofitting. A number of researches on the FRP-strengthened RC… (more)

Subjects/Keywords: Nonlinear finite element analysis; Concrete slabs; Fiber-reinforced polymers

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APA (6th Edition):

Teng, X. (2014). Nonlinear Finite Element Analysis of FRP-strengthened Concrete Slabs under Static and Traffic Loads. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/54008 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12716/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Teng, Xiaodan. “Nonlinear Finite Element Analysis of FRP-strengthened Concrete Slabs under Static and Traffic Loads.” 2014. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/54008 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12716/SOURCE02?view=true.

MLA Handbook (7th Edition):

Teng, Xiaodan. “Nonlinear Finite Element Analysis of FRP-strengthened Concrete Slabs under Static and Traffic Loads.” 2014. Web. 22 Oct 2019.

Vancouver:

Teng X. Nonlinear Finite Element Analysis of FRP-strengthened Concrete Slabs under Static and Traffic Loads. [Internet] [Doctoral dissertation]. University of New South Wales; 2014. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/54008 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12716/SOURCE02?view=true.

Council of Science Editors:

Teng X. Nonlinear Finite Element Analysis of FRP-strengthened Concrete Slabs under Static and Traffic Loads. [Doctoral Dissertation]. University of New South Wales; 2014. Available from: http://handle.unsw.edu.au/1959.4/54008 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12716/SOURCE02?view=true


University of New South Wales

15. Lin, Xiaoshan. Nonlinear Finite Element Analysis of FRP-reinforced Concrete Beams under Ambient and Elevated Temperatures.

Degree: Engineering & Information Technology, 2012, University of New South Wales

 Fibre reinforced polymers (FRPs) have been widely used in reinforced concrete beams as a substitute for traditional steel reinforcements due to their superior material properties.… (more)

Subjects/Keywords: shear-lock; nonlinear finite element analysis; heat transfer theory; bond-slip

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APA (6th Edition):

Lin, X. (2012). Nonlinear Finite Element Analysis of FRP-reinforced Concrete Beams under Ambient and Elevated Temperatures. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/52199 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10869/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Lin, Xiaoshan. “Nonlinear Finite Element Analysis of FRP-reinforced Concrete Beams under Ambient and Elevated Temperatures.” 2012. Doctoral Dissertation, University of New South Wales. Accessed October 22, 2019. http://handle.unsw.edu.au/1959.4/52199 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10869/SOURCE01?view=true.

MLA Handbook (7th Edition):

Lin, Xiaoshan. “Nonlinear Finite Element Analysis of FRP-reinforced Concrete Beams under Ambient and Elevated Temperatures.” 2012. Web. 22 Oct 2019.

Vancouver:

Lin X. Nonlinear Finite Element Analysis of FRP-reinforced Concrete Beams under Ambient and Elevated Temperatures. [Internet] [Doctoral dissertation]. University of New South Wales; 2012. [cited 2019 Oct 22]. Available from: http://handle.unsw.edu.au/1959.4/52199 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10869/SOURCE01?view=true.

Council of Science Editors:

Lin X. Nonlinear Finite Element Analysis of FRP-reinforced Concrete Beams under Ambient and Elevated Temperatures. [Doctoral Dissertation]. University of New South Wales; 2012. Available from: http://handle.unsw.edu.au/1959.4/52199 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10869/SOURCE01?view=true


Georgia Tech

16. 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 October 22, 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. 22 Oct 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 Oct 22]. 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

17. 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 (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 October 22, 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. 22 Oct 2019.

Vancouver:

Khajehtourian R. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Oct 22]. 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

18. 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 October 22, 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. 22 Oct 2019.

Vancouver:

Khajehtourian R. Nonlinear Dispersive Elastic Waves in Solids: Exact, Approximate, and Numerical Solutions. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Oct 22]. 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

19. 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 October 22, 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. 22 Oct 2019.

Vancouver:

Kumar M. Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Oct 22]. 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


KTH

20. Skoglund, Oskar. Design of slender steel members : A comparison between the reduced stress method and the effective width method.

Degree: Structural Engineering and Bridges, 2016, KTH

As of now, the most common way in Sweden, to address the issue of local buckling of steelstructures is through the procedure called the… (more)

Subjects/Keywords: Steel structures; finite element method; reduced stress method; effective width method; nonlinear finite element method; Stålkonstruktion; finita element metoden; reducerad spänningsmetoden; effektiva bredd metoden; olinjär finita element analys

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APA (6th Edition):

Skoglund, O. (2016). Design of slender steel members : A comparison between the reduced stress method and the effective width method. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189029

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):

Skoglund, Oskar. “Design of slender steel members : A comparison between the reduced stress method and the effective width method.” 2016. Thesis, KTH. Accessed October 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189029.

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

MLA Handbook (7th Edition):

Skoglund, Oskar. “Design of slender steel members : A comparison between the reduced stress method and the effective width method.” 2016. Web. 22 Oct 2019.

Vancouver:

Skoglund O. Design of slender steel members : A comparison between the reduced stress method and the effective width method. [Internet] [Thesis]. KTH; 2016. [cited 2019 Oct 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189029.

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

Council of Science Editors:

Skoglund O. Design of slender steel members : A comparison between the reduced stress method and the effective width method. [Thesis]. KTH; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189029

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


University of Oklahoma

21. 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 October 22, 2019. http://hdl.handle.net/11244/319611.

MLA Handbook (7th Edition):

Adekoya, Oreoluwa. “PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION.” 2019. Web. 22 Oct 2019.

Vancouver:

Adekoya O. PERIODIC SOLUTIONS OF THE DISPERSION-MANAGED NONLINEAR SCHRODINGER EQUATION. [Internet] [Doctoral dissertation]. University of Oklahoma; 2019. [cited 2019 Oct 22]. 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

22. 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 October 22, 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. 22 Oct 2019.

Vancouver:

Muddamallappa MS. On Two Theories for Brittle Fracture: Modeling and Direct Numerical Simulations. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Oct 22]. 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

23. 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 October 22, 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. 22 Oct 2019.

Vancouver:

Till AT. A Generalized Multigroup Method. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Oct 22]. 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


University of Pretoria

24. Lai, Zhi Cheng. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements.

Degree: Mechanical and Aeronautical Engineering, 2008, University of Pretoria

 The micro-electromechanical systems (MEMS) industry has grown incredibly fast over the past few years, due to the irresistible character and properties of MEMS. MEMS devices… (more)

Subjects/Keywords: Coupled fields; Assumed stress; Geometrically nonlinear; Finite element; Newton’s method; Mems; Analytical gradient; UCTD

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APA (6th Edition):

Lai, Z. C. (2008). Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/24342

Chicago Manual of Style (16th Edition):

Lai, Zhi Cheng. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements.” 2008. Masters Thesis, University of Pretoria. Accessed October 22, 2019. http://hdl.handle.net/2263/24342.

MLA Handbook (7th Edition):

Lai, Zhi Cheng. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements.” 2008. Web. 22 Oct 2019.

Vancouver:

Lai ZC. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements. [Internet] [Masters thesis]. University of Pretoria; 2008. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/2263/24342.

Council of Science Editors:

Lai ZC. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements. [Masters Thesis]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/24342


Universidade do Rio Grande do Sul

25. Mittelstadt Júnior, Luiz Carlos. Estudo sobre a aplicação da não linearidade geométrica na análise de vigas mistas de aço e concreto.

Degree: 2017, Universidade do Rio Grande do Sul

As vigas mistas de aço e concreto, por empregarem cada um desses materiais dentro de suas melhores características mecânicas, são uma boa solução estrutural para… (more)

Subjects/Keywords: Vigas mistas; Composite beam; Nonlinear analysis; Análise estrutural; Elementos finitos; Buckling; Finite element

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APA (6th Edition):

Mittelstadt Júnior, L. C. (2017). Estudo sobre a aplicação da não linearidade geométrica na análise de vigas mistas de aço e concreto. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/172283

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):

Mittelstadt Júnior, Luiz Carlos. “Estudo sobre a aplicação da não linearidade geométrica na análise de vigas mistas de aço e concreto.” 2017. Thesis, Universidade do Rio Grande do Sul. Accessed October 22, 2019. http://hdl.handle.net/10183/172283.

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

MLA Handbook (7th Edition):

Mittelstadt Júnior, Luiz Carlos. “Estudo sobre a aplicação da não linearidade geométrica na análise de vigas mistas de aço e concreto.” 2017. Web. 22 Oct 2019.

Vancouver:

Mittelstadt Júnior LC. Estudo sobre a aplicação da não linearidade geométrica na análise de vigas mistas de aço e concreto. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2017. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/10183/172283.

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

Council of Science Editors:

Mittelstadt Júnior LC. Estudo sobre a aplicação da não linearidade geométrica na análise de vigas mistas de aço e concreto. [Thesis]. Universidade do Rio Grande do Sul; 2017. Available from: http://hdl.handle.net/10183/172283

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


Univerzitet u Beogradu

26. Mihić, Dragan S. Прекидачки релуктантни мотори са биполарним струјама.

Degree: Elektrotehnički fakultet, 2017, Univerzitet u Beogradu

Електротехника-Електричне машине / Electrical engineering-Electrical machines

Главни циљеви овог рада су развој новог нелинеарног аналитичког модела прекидачког релуктантног мотора (Switched Reluctance Motor-SRM) који узима у… (more)

Subjects/Keywords: switched reluctance motors; mutual interaction; nonlinear analytical model; bipolar supply; unipolar supply; finite element method.

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APA (6th Edition):

Mihić, D. S. (2017). Прекидачки релуктантни мотори са биполарним струјама. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:16586/bdef:Content/get

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):

Mihić, Dragan S. “Прекидачки релуктантни мотори са биполарним струјама.” 2017. Thesis, Univerzitet u Beogradu. Accessed October 22, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:16586/bdef:Content/get.

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

MLA Handbook (7th Edition):

Mihić, Dragan S. “Прекидачки релуктантни мотори са биполарним струјама.” 2017. Web. 22 Oct 2019.

Vancouver:

Mihić DS. Прекидачки релуктантни мотори са биполарним струјама. [Internet] [Thesis]. Univerzitet u Beogradu; 2017. [cited 2019 Oct 22]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:16586/bdef:Content/get.

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

Council of Science Editors:

Mihić DS. Прекидачки релуктантни мотори са биполарним струјама. [Thesis]. Univerzitet u Beogradu; 2017. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:16586/bdef:Content/get

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


Univerzitet u Beogradu

27. Ćorić B., Stanko, 1974-. Нелинеарна анализа стабилности оквирних носача.

Degree: Građevinski fakultet, 2014, Univerzitet u Beogradu

Грађевинарство-Техничка механика и теорија конструкција / Civil engineering-Engineering mechanics and theory of structures

У овој докторској дисертацији приказана је нелинеарна анализа стабилности оквирних носача, односно… (more)

Subjects/Keywords: stability of structures; frame structures; nonlinear elasto-plastic analysis; finite element method; buckling length

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

APA (6th Edition):

Ćorić B., Stanko, 1. (2014). Нелинеарна анализа стабилности оквирних носача. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get

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):

Ćorić B., Stanko, 1974-. “Нелинеарна анализа стабилности оквирних носача.” 2014. Thesis, Univerzitet u Beogradu. Accessed October 22, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get.

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

MLA Handbook (7th Edition):

Ćorić B., Stanko, 1974-. “Нелинеарна анализа стабилности оквирних носача.” 2014. Web. 22 Oct 2019.

Vancouver:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Internet] [Thesis]. Univerzitet u Beogradu; 2014. [cited 2019 Oct 22]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get.

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

Council of Science Editors:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Thesis]. Univerzitet u Beogradu; 2014. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get

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


University of Pretoria

28. [No author]. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements .

Degree: 2008, University of Pretoria

 The micro-electromechanical systems (MEMS) industry has grown incredibly fast over the past few years, due to the irresistible character and properties of MEMS. MEMS devices… (more)

Subjects/Keywords: Coupled fields; Assumed stress; Geometrically nonlinear; Finite element; Newton’s method; Mems; Analytical gradient; UCTD

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

APA (6th Edition):

author], [. (2008). Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements . (Masters Thesis). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-05052008-101337/

Chicago Manual of Style (16th Edition):

author], [No. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements .” 2008. Masters Thesis, University of Pretoria. Accessed October 22, 2019. http://upetd.up.ac.za/thesis/available/etd-05052008-101337/.

MLA Handbook (7th Edition):

author], [No. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements .” 2008. Web. 22 Oct 2019.

Vancouver:

author] [. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements . [Internet] [Masters thesis]. University of Pretoria; 2008. [cited 2019 Oct 22]. Available from: http://upetd.up.ac.za/thesis/available/etd-05052008-101337/.

Council of Science Editors:

author] [. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements . [Masters Thesis]. University of Pretoria; 2008. Available from: http://upetd.up.ac.za/thesis/available/etd-05052008-101337/


Georgia Tech

29. 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 October 22, 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. 22 Oct 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 Oct 22]. 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


Louisiana State University

30. Hu, Dan. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.

Degree: MSCE, Civil and Environmental Engineering, 2012, Louisiana State University

 Fiber reinforced polymer (FRP) composites have found extensive applications in the field of Civil Engineering due to their advantageous properties such as high strength-to-weight ratio… (more)

Subjects/Keywords: nonlinear material behavior; finite element method; confinement; fiber reinforced polymer composites; reinforced concrete

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

APA (6th Edition):

Hu, D. (2012). Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. (Masters Thesis). Louisiana State University. Retrieved from etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712

Chicago Manual of Style (16th Edition):

Hu, Dan. “Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.” 2012. Masters Thesis, Louisiana State University. Accessed October 22, 2019. etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712.

MLA Handbook (7th Edition):

Hu, Dan. “Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.” 2012. Web. 22 Oct 2019.

Vancouver:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2019 Oct 22]. Available from: etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712.

Council of Science Editors:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Masters Thesis]. Louisiana State University; 2012. Available from: etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712

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