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You searched for subject:(Nonlinear finite element dispersion). Showing records 1 – 30 of 7650 total matches.

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

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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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

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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Lotfi R. Thesis-RezaLotfi-CivilEngineering. [Internet] [Thesis]. Johns Hopkins University; 2014. [cited 2020 Mar 31]. 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

3. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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

4. 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 March 31, 2020. http://hdl.handle.net/1853/39643.

MLA Handbook (7th Edition):

Narisetti, Raj K. “Wave propagation in nonlinear periodic structures.” 2010. Web. 31 Mar 2020.

Vancouver:

Narisetti RK. Wave propagation in nonlinear periodic structures. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2020 Mar 31]. 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


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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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

6. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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 New South Wales

7. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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

8. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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


Texas A&M University

9. 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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Kumar M. Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Mar 31]. 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


Texas A&M University

10. 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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Till AT. A Generalized Multigroup Method. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Mar 31]. 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 Southern California

11. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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


Louisiana State University

12. 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 (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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2020 Mar 31]. 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


Louisiana State University

13. Reiser, Armin Karl. A C0 Interior Penalty Method for the von Kármán Equations.

Degree: PhD, Applied Mathematics, 2011, Louisiana State University

 In this dissertation we develop a C0 interior penalty method for the von Kármán equations for nonlinear elastic plates. We begin with a brief survey… (more)

Subjects/Keywords: nonconforming finite element methods; interior penalty methods; nonlinear elastic plates; von Karman equations

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

APA (6th Edition):

Reiser, A. K. (2011). A C0 Interior Penalty Method for the von Kármán Equations. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-11042011-125339 ; https://digitalcommons.lsu.edu/gradschool_dissertations/615

Chicago Manual of Style (16th Edition):

Reiser, Armin Karl. “A C0 Interior Penalty Method for the von Kármán Equations.” 2011. Doctoral Dissertation, Louisiana State University. Accessed March 31, 2020. etd-11042011-125339 ; https://digitalcommons.lsu.edu/gradschool_dissertations/615.

MLA Handbook (7th Edition):

Reiser, Armin Karl. “A C0 Interior Penalty Method for the von Kármán Equations.” 2011. Web. 31 Mar 2020.

Vancouver:

Reiser AK. A C0 Interior Penalty Method for the von Kármán Equations. [Internet] [Doctoral dissertation]. Louisiana State University; 2011. [cited 2020 Mar 31]. Available from: etd-11042011-125339 ; https://digitalcommons.lsu.edu/gradschool_dissertations/615.

Council of Science Editors:

Reiser AK. A C0 Interior Penalty Method for the von Kármán Equations. [Doctoral Dissertation]. Louisiana State University; 2011. Available from: etd-11042011-125339 ; https://digitalcommons.lsu.edu/gradschool_dissertations/615


University of Southern California

14. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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


Ryerson University

15. Attarde, Shubhangi. Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading.

Degree: 2014, Ryerson University

 This research concentrated on the nonlinear finite element (FE) modeling of one-way composite floor slab system comprising of profiled steel deck and two types of… (more)

Subjects/Keywords: Concrete slabs  – Mathematical models.; Composite construction  – Mathematical models.; Finite element method.; Nonlinear mechanics.

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

APA (6th Edition):

Attarde, S. (2014). Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3648

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):

Attarde, Shubhangi. “Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading.” 2014. Thesis, Ryerson University. Accessed March 31, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3648.

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

MLA Handbook (7th Edition):

Attarde, Shubhangi. “Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading.” 2014. Web. 31 Mar 2020.

Vancouver:

Attarde S. Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Mar 31]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3648.

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

Council of Science Editors:

Attarde S. Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3648

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


University of Otago

16. Weir, Philip Thomas. Time Domain Modelling of Nonlinear Hydroelastic Problems for Sea Ice and Very Large Floating Structures by Finite Element Methods .

Degree: 2012, University of Otago

 This research project develops an adaptable framework for simulating hydroelastic interaction using acceleration potential techniques. Finite Element Methods are used to solve for the motion… (more)

Subjects/Keywords: hydroelastic; ice; floating; vlfs; floating structures; nonlinear; finite element method; FEM; elasticity

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APA (6th Edition):

Weir, P. T. (2012). Time Domain Modelling of Nonlinear Hydroelastic Problems for Sea Ice and Very Large Floating Structures by Finite Element Methods . (Doctoral Dissertation). University of Otago. Retrieved from http://hdl.handle.net/10523/2567

Chicago Manual of Style (16th Edition):

Weir, Philip Thomas. “Time Domain Modelling of Nonlinear Hydroelastic Problems for Sea Ice and Very Large Floating Structures by Finite Element Methods .” 2012. Doctoral Dissertation, University of Otago. Accessed March 31, 2020. http://hdl.handle.net/10523/2567.

MLA Handbook (7th Edition):

Weir, Philip Thomas. “Time Domain Modelling of Nonlinear Hydroelastic Problems for Sea Ice and Very Large Floating Structures by Finite Element Methods .” 2012. Web. 31 Mar 2020.

Vancouver:

Weir PT. Time Domain Modelling of Nonlinear Hydroelastic Problems for Sea Ice and Very Large Floating Structures by Finite Element Methods . [Internet] [Doctoral dissertation]. University of Otago; 2012. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/10523/2567.

Council of Science Editors:

Weir PT. Time Domain Modelling of Nonlinear Hydroelastic Problems for Sea Ice and Very Large Floating Structures by Finite Element Methods . [Doctoral Dissertation]. University of Otago; 2012. Available from: http://hdl.handle.net/10523/2567


University of Connecticut

17. 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 March 31, 2020. 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. 31 Mar 2020.

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 2020 Mar 31]. 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


Cal Poly

18. 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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Rodriguez O. BRIDGE DESIGN FOR EARTHQUAKE FAULT CROSSINGS - SYNTHESIS OF DESIGN ISSUES AND STRATEGIES. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2020 Mar 31]. 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


Univerzitet u Beogradu

19. 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 (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 March 31, 2020. 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. 31 Mar 2020.

Vancouver:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Internet] [Thesis]. Univerzitet u Beogradu; 2014. [cited 2020 Mar 31]. 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


Texas A&M University

20. Han, Je Heon. Investigation on Wave Propagation Characteristics in Plates and Pipes for Identification of Structural Defect Locations.

Degree: 2013, Texas A&M University

 For successful identification of structural defects in plates and pipes, it is essential to understand structural wave propagation characteristics such as dispersion relations. Analytical approaches… (more)

Subjects/Keywords: Non-destructive evaluation (NDE); Acoustic Transfer Function Approach; Dispersion Curves; Hybrid Analytical Finite Element Method (HAFEM); Multiple Signal Classification (MUSIC)

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

APA (6th Edition):

Han, J. H. (2013). Investigation on Wave Propagation Characteristics in Plates and Pipes for Identification of Structural Defect Locations. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151345

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):

Han, Je Heon. “Investigation on Wave Propagation Characteristics in Plates and Pipes for Identification of Structural Defect Locations.” 2013. Thesis, Texas A&M University. Accessed March 31, 2020. http://hdl.handle.net/1969.1/151345.

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

MLA Handbook (7th Edition):

Han, Je Heon. “Investigation on Wave Propagation Characteristics in Plates and Pipes for Identification of Structural Defect Locations.” 2013. Web. 31 Mar 2020.

Vancouver:

Han JH. Investigation on Wave Propagation Characteristics in Plates and Pipes for Identification of Structural Defect Locations. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/1969.1/151345.

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

Council of Science Editors:

Han JH. Investigation on Wave Propagation Characteristics in Plates and Pipes for Identification of Structural Defect Locations. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151345

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

21. Gonçalves, Fernando Rogério. Equações constitutivas ortótropas para a modelagem de membranas: teoria e implementação em elementos finitos.

Degree: Mestrado, Engenharia de Estruturas, 2012, University of São Paulo

O emprego das estruturas de membrana é cada dia mais frequente em edificações de relevância civil e arquitetônica, em especial para a cobertura de grandes… (more)

Subjects/Keywords: Análise não linear de estruturas; Estruturas de membranas; Finite element methods; Membrane structures; Método dos elementos finitos; Nonlinear structural analysis

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APA (6th Edition):

Gonçalves, F. R. (2012). Equações constitutivas ortótropas para a modelagem de membranas: teoria e implementação em elementos finitos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-121443/ ;

Chicago Manual of Style (16th Edition):

Gonçalves, Fernando Rogério. “Equações constitutivas ortótropas para a modelagem de membranas: teoria e implementação em elementos finitos.” 2012. Masters Thesis, University of São Paulo. Accessed March 31, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-121443/ ;.

MLA Handbook (7th Edition):

Gonçalves, Fernando Rogério. “Equações constitutivas ortótropas para a modelagem de membranas: teoria e implementação em elementos finitos.” 2012. Web. 31 Mar 2020.

Vancouver:

Gonçalves FR. Equações constitutivas ortótropas para a modelagem de membranas: teoria e implementação em elementos finitos. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Mar 31]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-121443/ ;.

Council of Science Editors:

Gonçalves FR. Equações constitutivas ortótropas para a modelagem de membranas: teoria e implementação em elementos finitos. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-121443/ ;

22. Lago, Leonardo Barbosa. Estudo dos efeitos constitutivos sobre a estabilidade elástica de perfis metálicos.

Degree: Mestrado, Engenharia de Estruturas, 2012, University of São Paulo

Este trabalho utiliza uma teoria não linear tridimensional de barras de [1], que considera o empenamento da seção transversal como uma das variáveis do problema,… (more)

Subjects/Keywords: Análise não linear de estruturas; Estruturas metálicas; Finite element method; Método dos elementos finitos; Nonlinear analysis of structures; Steel structures

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APA (6th Edition):

Lago, L. B. (2012). Estudo dos efeitos constitutivos sobre a estabilidade elástica de perfis metálicos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-144642/ ;

Chicago Manual of Style (16th Edition):

Lago, Leonardo Barbosa. “Estudo dos efeitos constitutivos sobre a estabilidade elástica de perfis metálicos.” 2012. Masters Thesis, University of São Paulo. Accessed March 31, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-144642/ ;.

MLA Handbook (7th Edition):

Lago, Leonardo Barbosa. “Estudo dos efeitos constitutivos sobre a estabilidade elástica de perfis metálicos.” 2012. Web. 31 Mar 2020.

Vancouver:

Lago LB. Estudo dos efeitos constitutivos sobre a estabilidade elástica de perfis metálicos. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Mar 31]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-144642/ ;.

Council of Science Editors:

Lago LB. Estudo dos efeitos constitutivos sobre a estabilidade elástica de perfis metálicos. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-03072013-144642/ ;

23. Colombo, Alberto Belotti. Aplicação do modelo de campo distorcido de tensões na análise de peças de concreto armado via método dos elementos finitos.

Degree: Mestrado, Engenharia de Estruturas, 2011, University of São Paulo

Este trabalho é uma contribuição para o estudo de modelos de representação da não linearidade física de estruturas de concreto. Nele estudou-se o Modelo de… (more)

Subjects/Keywords: Análise não-linear; Análise numérica; Concrete structures; Estruturas de concreto; Finite element method; Método dos elementos finitos; Nonlinear analysis; Numerical analysis

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APA (6th Edition):

Colombo, A. B. (2011). Aplicação do modelo de campo distorcido de tensões na análise de peças de concreto armado via método dos elementos finitos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-04112011-153022/ ;

Chicago Manual of Style (16th Edition):

Colombo, Alberto Belotti. “Aplicação do modelo de campo distorcido de tensões na análise de peças de concreto armado via método dos elementos finitos.” 2011. Masters Thesis, University of São Paulo. Accessed March 31, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-04112011-153022/ ;.

MLA Handbook (7th Edition):

Colombo, Alberto Belotti. “Aplicação do modelo de campo distorcido de tensões na análise de peças de concreto armado via método dos elementos finitos.” 2011. Web. 31 Mar 2020.

Vancouver:

Colombo AB. Aplicação do modelo de campo distorcido de tensões na análise de peças de concreto armado via método dos elementos finitos. [Internet] [Masters thesis]. University of São Paulo; 2011. [cited 2020 Mar 31]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-04112011-153022/ ;.

Council of Science Editors:

Colombo AB. Aplicação do modelo de campo distorcido de tensões na análise de peças de concreto armado via método dos elementos finitos. [Masters Thesis]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-04112011-153022/ ;


RMIT University

24. Kajtaz, M. A novel computer aided engineering method for comparative evaluation of nonlinear structures in the conceptual design phase.

Degree: 2013, RMIT University

 Selection of the preferred design concept during design represents a major challenge to design engineers as the required level of information and rigour to achieve… (more)

Subjects/Keywords: Fields of Research; design concept evaluation; finite element analysis; methodology; substructuring; design search; load-bearing structures; nonlinear; optimisation algorithm; quality indicator

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

APA (6th Edition):

Kajtaz, M. (2013). A novel computer aided engineering method for comparative evaluation of nonlinear structures in the conceptual design phase. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:160456

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):

Kajtaz, M. “A novel computer aided engineering method for comparative evaluation of nonlinear structures in the conceptual design phase.” 2013. Thesis, RMIT University. Accessed March 31, 2020. http://researchbank.rmit.edu.au/view/rmit:160456.

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

MLA Handbook (7th Edition):

Kajtaz, M. “A novel computer aided engineering method for comparative evaluation of nonlinear structures in the conceptual design phase.” 2013. Web. 31 Mar 2020.

Vancouver:

Kajtaz M. A novel computer aided engineering method for comparative evaluation of nonlinear structures in the conceptual design phase. [Internet] [Thesis]. RMIT University; 2013. [cited 2020 Mar 31]. Available from: http://researchbank.rmit.edu.au/view/rmit:160456.

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

Council of Science Editors:

Kajtaz M. A novel computer aided engineering method for comparative evaluation of nonlinear structures in the conceptual design phase. [Thesis]. RMIT University; 2013. Available from: http://researchbank.rmit.edu.au/view/rmit:160456

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

25. Le, Thanh Nam. Nonlinear dynamics of lexible structures using corotational beam elements : Eléments de poutre co-rotationnels pour l'analyse dynamique non-linéaire des structures à barres.

Degree: Docteur es, Génie Civil, 2013, Rennes, INSA

L’objectif de cette thèse est de proposer des éléments finis poutres corotationnels 2D et 3D pour l’analyse du comportement dynamique non-linéaire des structures à barres.… (more)

Subjects/Keywords: Méthode corotationnelle; Corotational method; Nonlinear dynamics; Large displacements; Finite rotation; Time stepping method; Thin-walled cross-section; Beam element; 620.1

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APA (6th Edition):

Le, T. N. (2013). Nonlinear dynamics of lexible structures using corotational beam elements : Eléments de poutre co-rotationnels pour l'analyse dynamique non-linéaire des structures à barres. (Doctoral Dissertation). Rennes, INSA. Retrieved from http://www.theses.fr/2013ISAR0025

Chicago Manual of Style (16th Edition):

Le, Thanh Nam. “Nonlinear dynamics of lexible structures using corotational beam elements : Eléments de poutre co-rotationnels pour l'analyse dynamique non-linéaire des structures à barres.” 2013. Doctoral Dissertation, Rennes, INSA. Accessed March 31, 2020. http://www.theses.fr/2013ISAR0025.

MLA Handbook (7th Edition):

Le, Thanh Nam. “Nonlinear dynamics of lexible structures using corotational beam elements : Eléments de poutre co-rotationnels pour l'analyse dynamique non-linéaire des structures à barres.” 2013. Web. 31 Mar 2020.

Vancouver:

Le TN. Nonlinear dynamics of lexible structures using corotational beam elements : Eléments de poutre co-rotationnels pour l'analyse dynamique non-linéaire des structures à barres. [Internet] [Doctoral dissertation]. Rennes, INSA; 2013. [cited 2020 Mar 31]. Available from: http://www.theses.fr/2013ISAR0025.

Council of Science Editors:

Le TN. Nonlinear dynamics of lexible structures using corotational beam elements : Eléments de poutre co-rotationnels pour l'analyse dynamique non-linéaire des structures à barres. [Doctoral Dissertation]. Rennes, INSA; 2013. Available from: http://www.theses.fr/2013ISAR0025


Univerzitet u Beogradu

26. Lelović, Selimir V. 1961-. Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja.

Degree: Građevinski fakultet, 2013, Univerzitet u Beogradu

Građevinarstvo - Građevinska geotehnika / Civil engineering - Geotechnical engineering

Rešavanjem graničnih problema fundiranja i mehanike tla u građevinarstvu razvijen je veliki broj konstitutivnih modela… (more)

Subjects/Keywords: Soil; sand; angle of shear resistance; dilatation; elastoplastic; Mohr-Coulomb; nonlinear failure envelope; finite element method; return mapping; boundary loading

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

APA (6th Edition):

Lelović, S. V. 1. (2013). Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:6188/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):

Lelović, Selimir V 1961-. “Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja.” 2013. Thesis, Univerzitet u Beogradu. Accessed March 31, 2020. https://fedorabg.bg.ac.rs/fedora/get/o:6188/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):

Lelović, Selimir V 1961-. “Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja.” 2013. Web. 31 Mar 2020.

Vancouver:

Lelović SV1. Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja. [Internet] [Thesis]. Univerzitet u Beogradu; 2013. [cited 2020 Mar 31]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6188/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:

Lelović SV1. Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja. [Thesis]. Univerzitet u Beogradu; 2013. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6188/bdef:Content/get

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


University of Colorado

27. Segura, Christopher L. Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code.

Degree: MS, 2011, University of Colorado

  Numerical simulation tools capable of modeling nonlinear material and geometric behavior are important to structural engineers concerned with approximating the strength and deformation capacity… (more)

Subjects/Keywords: finite element; graphical user interface; lumped plasticity; mercury; nonlinear structural analysis; object oriented MATLAB; Civil Engineering

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

APA (6th Edition):

Segura, C. L. (2011). Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/237

Chicago Manual of Style (16th Edition):

Segura, Christopher L. “Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code.” 2011. Masters Thesis, University of Colorado. Accessed March 31, 2020. https://scholar.colorado.edu/cven_gradetds/237.

MLA Handbook (7th Edition):

Segura, Christopher L. “Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code.” 2011. Web. 31 Mar 2020.

Vancouver:

Segura CL. Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2020 Mar 31]. Available from: https://scholar.colorado.edu/cven_gradetds/237.

Council of Science Editors:

Segura CL. Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/237


University of Texas – Austin

28. Oksuz, Umit Can. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 Progressive collapse is a structural failure that is initiated by the failure of a primary structural member due to manmade or natural reasons and causes… (more)

Subjects/Keywords: Simplified modeling approach; Reduced modeling approach; Buildings; Connections; Disproportionate collapse; Floors; SAP2000; Finite element method; Nonlinear analysis; Progressive collapse; Steel structures

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

APA (6th Edition):

Oksuz, U. C. (2014). Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31753

Chicago Manual of Style (16th Edition):

Oksuz, Umit Can. “Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.” 2014. Masters Thesis, University of Texas – Austin. Accessed March 31, 2020. http://hdl.handle.net/2152/31753.

MLA Handbook (7th Edition):

Oksuz, Umit Can. “Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems.” 2014. Web. 31 Mar 2020.

Vancouver:

Oksuz UC. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/2152/31753.

Council of Science Editors:

Oksuz UC. Simplified modeling for assessing collapse resistance of steel gravity frames with composite floor systems. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31753


KTH

29. Hansson, Daniel. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports.

Degree: Structural Engineering and Bridges, 2013, KTH

  A nonlinear finite element analysis was performed for an existing road bridge in order to see if that could show a higher load bearing… (more)

Subjects/Keywords: Nonlinear finite element method; concrete slab brigde; support settlements; load bearing capacity assessment; angled supports; Abaqus

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

APA (6th Edition):

Hansson, D. (2013). Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515

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):

Hansson, Daniel. “Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports.” 2013. Thesis, KTH. Accessed March 31, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515.

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

MLA Handbook (7th Edition):

Hansson, Daniel. “Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports.” 2013. Web. 31 Mar 2020.

Vancouver:

Hansson D. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports. [Internet] [Thesis]. KTH; 2013. [cited 2020 Mar 31]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515.

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

Council of Science Editors:

Hansson D. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515

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

30. 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.

Degree: 博士(歯学), 歯学, 2014, Hokkaido University

 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

…Prosthses: A Nonlinear Finite Element Analysis Considering the Capacity for Displacement of… …Res 1994; 73: 56-66 12. Kunavisarut C, Lisa AL, Stoner BR, Felton DA. Finite Element… …13. Van Zyl PP, Grundling NL, Jooste CH, Terblanche E. Three-Dimensional Finite Element… …implant - a three-dimensional finite element analysis. J Oral Rehabil 2005; 32: 279-286. 15… …Prosthesis: A Finite Element Analysis. Dental Materials Journal 2004; 23: 75-80. 16. Perfitt GJ… 

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

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. (Doctoral Dissertation). Hokkaido University. Retrieved from http://hdl.handle.net/2115/58159

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.” 2014. Doctoral Dissertation, Hokkaido University. Accessed March 31, 2020. http://hdl.handle.net/2115/58159.

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.” 2014. Web. 31 Mar 2020.

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. [Internet] [Doctoral dissertation]. Hokkaido University; 2014. [cited 2020 Mar 31]. Available from: http://hdl.handle.net/2115/58159.

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. [Doctoral Dissertation]. Hokkaido University; 2014. Available from: http://hdl.handle.net/2115/58159

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