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You searched for subject:(3 D Nonlinear Finite Element Models). Showing records 1 – 30 of 77432 total matches.

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Virginia Tech

1. Kamalzare, Soheil. Performance of Columnar Reinforced Ground during Seismic Excitation.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 Deep soil mixing to construct stiff columns is one of the methods used today to improve performance of loose ground and remediate liquefaction problems. This… (more)

Subjects/Keywords: Ground Improvement; Soil-Cement-Columns; Seismic Intensity Variation; Liquefaction Triggering; Ground Deformation; Constitutive Modeling; 3-D Nonlinear Finite Element Modeling

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

APA (6th Edition):

Kamalzare, S. (2017). Performance of Columnar Reinforced Ground during Seismic Excitation. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/74876

Chicago Manual of Style (16th Edition):

Kamalzare, Soheil. “Performance of Columnar Reinforced Ground during Seismic Excitation.” 2017. Doctoral Dissertation, Virginia Tech. Accessed November 18, 2019. http://hdl.handle.net/10919/74876.

MLA Handbook (7th Edition):

Kamalzare, Soheil. “Performance of Columnar Reinforced Ground during Seismic Excitation.” 2017. Web. 18 Nov 2019.

Vancouver:

Kamalzare S. Performance of Columnar Reinforced Ground during Seismic Excitation. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10919/74876.

Council of Science Editors:

Kamalzare S. Performance of Columnar Reinforced Ground during Seismic Excitation. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/74876


Brigham Young University

2. Posada, Maria. Comparison of 3-D Friction Stir Welding Viscoplastic Finite Element Model with Weld Data and Physically-Simulated Data.

Degree: PhD, 2012, Brigham Young University

Models (both physical and numerical) of the friction stir (FS) welding process are used to develop a greater understanding of the influence of independent process… (more)

Subjects/Keywords: friction stir welding; friction stir processing; 3-D viscoplastic finite element models; hot uniaxial compression tests; physical simulation; Mechanical Engineering

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APA (6th Edition):

Posada, M. (2012). Comparison of 3-D Friction Stir Welding Viscoplastic Finite Element Model with Weld Data and Physically-Simulated Data. (Doctoral Dissertation). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4493&context=etd

Chicago Manual of Style (16th Edition):

Posada, Maria. “Comparison of 3-D Friction Stir Welding Viscoplastic Finite Element Model with Weld Data and Physically-Simulated Data.” 2012. Doctoral Dissertation, Brigham Young University. Accessed November 18, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4493&context=etd.

MLA Handbook (7th Edition):

Posada, Maria. “Comparison of 3-D Friction Stir Welding Viscoplastic Finite Element Model with Weld Data and Physically-Simulated Data.” 2012. Web. 18 Nov 2019.

Vancouver:

Posada M. Comparison of 3-D Friction Stir Welding Viscoplastic Finite Element Model with Weld Data and Physically-Simulated Data. [Internet] [Doctoral dissertation]. Brigham Young University; 2012. [cited 2019 Nov 18]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4493&context=etd.

Council of Science Editors:

Posada M. Comparison of 3-D Friction Stir Welding Viscoplastic Finite Element Model with Weld Data and Physically-Simulated Data. [Doctoral Dissertation]. Brigham Young University; 2012. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4493&context=etd


Ryerson University

3. 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 (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 November 18, 2019. 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. 18 Nov 2019.

Vancouver:

Attarde S. Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading. [Internet] [Thesis]. Ryerson University; 2014. [cited 2019 Nov 18]. 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 Ottawa

4. Minggao, Wei. Human Head Stiffness Rendering .

Degree: 2015, University of Ottawa

 The technology of haptics rendering has greatly enriched development in Multimedia applications, such as teleoperation, gaming, medical and etc., because it makes the virtual object… (more)

Subjects/Keywords: Multimedia haptics; stiffness property rendering; models semantic registration; adaptive shape modification; nonlinear finite element modeling

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APA (6th Edition):

Minggao, W. (2015). Human Head Stiffness Rendering . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32743

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):

Minggao, Wei. “Human Head Stiffness Rendering .” 2015. Thesis, University of Ottawa. Accessed November 18, 2019. http://hdl.handle.net/10393/32743.

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

MLA Handbook (7th Edition):

Minggao, Wei. “Human Head Stiffness Rendering .” 2015. Web. 18 Nov 2019.

Vancouver:

Minggao W. Human Head Stiffness Rendering . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10393/32743.

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

Council of Science Editors:

Minggao W. Human Head Stiffness Rendering . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32743

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

5. Li, Honghao. Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings.

Degree: PhD, Civil Engineering, 2013, University of Michigan

 Progressive collapse is a complex process in which failure of a single component leads to collapse of a disproportionately large part of the structural system.… (more)

Subjects/Keywords: Progressive Collapse; 3-D Nonlinear Finite Element Models; Modeling Approximations; Collapse Resistance Mechanisms in Steel Frame Buildings; Tie Force Method; Dynamic Impact Factors; Civil and Environmental Engineering; Engineering

…Progressive Collapse Collapse models can be planar or 3-D. They can also be linear or nonlinear… …156 Figure 6 - 9 Details of full 3-D models for SAC-3, SAC-9, and SAC-20… …for a prototype 10-story special moment frame building. The models include a 3-D micromodel… …nonlinear finite element model for a bolted top-seat angle connection with double angles. 16… …125 Table 5 - 3 Comparison between the responses of the 3D models with and without slabs… 

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APA (6th Edition):

Li, H. (2013). Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/99851

Chicago Manual of Style (16th Edition):

Li, Honghao. “Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings.” 2013. Doctoral Dissertation, University of Michigan. Accessed November 18, 2019. http://hdl.handle.net/2027.42/99851.

MLA Handbook (7th Edition):

Li, Honghao. “Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings.” 2013. Web. 18 Nov 2019.

Vancouver:

Li H. Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings. [Internet] [Doctoral dissertation]. University of Michigan; 2013. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2027.42/99851.

Council of Science Editors:

Li H. Modeling, Behavior and Design of Collapse-Resistant Steel Frame Buildings. [Doctoral Dissertation]. University of Michigan; 2013. Available from: http://hdl.handle.net/2027.42/99851

6. Citipitioglu, Ahmet Muhtar. Development and assessment of response and strength models for bolted steel connections using refined nonlinear 3D finite element analysis.

Degree: PhD, Civil and Environmental Engineering, 2009, Georgia Tech

 The difficulty in developing bolted connection designs lies in the limitations in existing methods to characterize their strength and typically nonlinear response due to the… (more)

Subjects/Keywords: 3D detail models; Bolted steel connection; Finite element; Failure criteria; Neural network; Micromechanics; Prying; Nonlinear; Strength models; Connection response; Finite element method; Metals Ductility; Bolted joints

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APA (6th Edition):

Citipitioglu, A. M. (2009). Development and assessment of response and strength models for bolted steel connections using refined nonlinear 3D finite element analysis. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/31691

Chicago Manual of Style (16th Edition):

Citipitioglu, Ahmet Muhtar. “Development and assessment of response and strength models for bolted steel connections using refined nonlinear 3D finite element analysis.” 2009. Doctoral Dissertation, Georgia Tech. Accessed November 18, 2019. http://hdl.handle.net/1853/31691.

MLA Handbook (7th Edition):

Citipitioglu, Ahmet Muhtar. “Development and assessment of response and strength models for bolted steel connections using refined nonlinear 3D finite element analysis.” 2009. Web. 18 Nov 2019.

Vancouver:

Citipitioglu AM. Development and assessment of response and strength models for bolted steel connections using refined nonlinear 3D finite element analysis. [Internet] [Doctoral dissertation]. Georgia Tech; 2009. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/1853/31691.

Council of Science Editors:

Citipitioglu AM. Development and assessment of response and strength models for bolted steel connections using refined nonlinear 3D finite element analysis. [Doctoral Dissertation]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/31691

7. 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 November 18, 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. 18 Nov 2019.

Vancouver:

Lotfi R. Thesis-RezaLotfi-CivilEngineering. [Internet] [Thesis]. Johns Hopkins University; 2014. [cited 2019 Nov 18]. 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

8. 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 November 18, 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. 18 Nov 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 Nov 18]. 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


University of Technology, Sydney

9. Vessali, N. Compressive membrane action in reinforced concrete beams.

Degree: 2015, University of Technology, Sydney

 Research studies have demonstrated that membrane action is primarily a compressive load carrying mechanism that can significantly improves the load-bearing capacity of reinforced concrete beams… (more)

Subjects/Keywords: Compressive membrane action.; Reinforced concrete (RC) beams.; Compressive membrane (arching) action.; Tensile membrane (catenary) action.; Finite element (FE).; Nonlinear FE models.

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APA (6th Edition):

Vessali, N. (2015). Compressive membrane action in reinforced concrete beams. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/39180

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):

Vessali, N. “Compressive membrane action in reinforced concrete beams.” 2015. Thesis, University of Technology, Sydney. Accessed November 18, 2019. http://hdl.handle.net/10453/39180.

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

MLA Handbook (7th Edition):

Vessali, N. “Compressive membrane action in reinforced concrete beams.” 2015. Web. 18 Nov 2019.

Vancouver:

Vessali N. Compressive membrane action in reinforced concrete beams. [Internet] [Thesis]. University of Technology, Sydney; 2015. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10453/39180.

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

Council of Science Editors:

Vessali N. Compressive membrane action in reinforced concrete beams. [Thesis]. University of Technology, Sydney; 2015. Available from: http://hdl.handle.net/10453/39180

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


Virginia Tech

10. Cassino, Christopher. Characterization and Development of General Material Models for Use in Modeling Structures Bonded with Ductile Adhesives.

Degree: MS, Mechanical Engineering, 2005, Virginia Tech

 Structural adhesives are materials that are capable of bearing significant loads in shear, and sometimes tension, over a range of strains and strain rates. Adhesively… (more)

Subjects/Keywords: Finite Element Analysis; Nonlinear material models; Fracture; Adhesives

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APA (6th Edition):

Cassino, C. (2005). Characterization and Development of General Material Models for Use in Modeling Structures Bonded with Ductile Adhesives. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32219

Chicago Manual of Style (16th Edition):

Cassino, Christopher. “Characterization and Development of General Material Models for Use in Modeling Structures Bonded with Ductile Adhesives.” 2005. Masters Thesis, Virginia Tech. Accessed November 18, 2019. http://hdl.handle.net/10919/32219.

MLA Handbook (7th Edition):

Cassino, Christopher. “Characterization and Development of General Material Models for Use in Modeling Structures Bonded with Ductile Adhesives.” 2005. Web. 18 Nov 2019.

Vancouver:

Cassino C. Characterization and Development of General Material Models for Use in Modeling Structures Bonded with Ductile Adhesives. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10919/32219.

Council of Science Editors:

Cassino C. Characterization and Development of General Material Models for Use in Modeling Structures Bonded with Ductile Adhesives. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/32219


The Ohio State University

11. Ramanathan, Arun Kumar Kumar. Dynamic response of a shipping container rack and suspended automotive parts under random excitation: Experimental, Computational and Analytical Studies.

Degree: MS, Mechanical Engineering, 2017, The Ohio State University

 Shipping containers are exposed to complex dynamic loading conditions duringtransport via truck, rail, and air. The loading conditions are further complicated bycontact gap nonlinearities between… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; Packaging; packaging, transport vibrations, dynamic substructuring, finite element analysis FEA, nonlinear lumped models, numerical modeling, random vibration tests

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APA (6th Edition):

Ramanathan, A. K. K. (2017). Dynamic response of a shipping container rack and suspended automotive parts under random excitation: Experimental, Computational and Analytical Studies. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1492093294208549

Chicago Manual of Style (16th Edition):

Ramanathan, Arun Kumar Kumar. “Dynamic response of a shipping container rack and suspended automotive parts under random excitation: Experimental, Computational and Analytical Studies.” 2017. Masters Thesis, The Ohio State University. Accessed November 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1492093294208549.

MLA Handbook (7th Edition):

Ramanathan, Arun Kumar Kumar. “Dynamic response of a shipping container rack and suspended automotive parts under random excitation: Experimental, Computational and Analytical Studies.” 2017. Web. 18 Nov 2019.

Vancouver:

Ramanathan AKK. Dynamic response of a shipping container rack and suspended automotive parts under random excitation: Experimental, Computational and Analytical Studies. [Internet] [Masters thesis]. The Ohio State University; 2017. [cited 2019 Nov 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1492093294208549.

Council of Science Editors:

Ramanathan AKK. Dynamic response of a shipping container rack and suspended automotive parts under random excitation: Experimental, Computational and Analytical Studies. [Masters Thesis]. The Ohio State University; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1492093294208549


Brno University of Technology

12. Ulman, Jaroslav. Návrh a optimalizace ojnice motoru závodního automobilu .

Degree: 2010, Brno University of Technology

 Tato diplomová práce se zabývá návrhem a optimalizací ojnice motoru závodního automobilu. Na začátku celé práce je vytvořen 3D-model ojnice, ze kterého se pak v… (more)

Subjects/Keywords: 3-D model; ojnice; optimalizace; metoda konečných prvků; pevnostní analýza; redukované napětí; 3-D model; connecting rod; optimization; finite element metod; reduced tension

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APA (6th Edition):

Ulman, J. (2010). Návrh a optimalizace ojnice motoru závodního automobilu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15793

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):

Ulman, Jaroslav. “Návrh a optimalizace ojnice motoru závodního automobilu .” 2010. Thesis, Brno University of Technology. Accessed November 18, 2019. http://hdl.handle.net/11012/15793.

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

MLA Handbook (7th Edition):

Ulman, Jaroslav. “Návrh a optimalizace ojnice motoru závodního automobilu .” 2010. Web. 18 Nov 2019.

Vancouver:

Ulman J. Návrh a optimalizace ojnice motoru závodního automobilu . [Internet] [Thesis]. Brno University of Technology; 2010. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/11012/15793.

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

Council of Science Editors:

Ulman J. Návrh a optimalizace ojnice motoru závodního automobilu . [Thesis]. Brno University of Technology; 2010. Available from: http://hdl.handle.net/11012/15793

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


University of Hong Kong

13. 許博卿; Xu, Boqing. Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains.

Degree: PhD, 2014, University of Hong Kong

A general convolutional version of perfectly matched layer (PML) formulation for second-order wave equations with displacement as the only unknown based on the coordinate stretching… (more)

Subjects/Keywords: Seismic waves - Mathematical models; Finite element method

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APA (6th Edition):

許博卿; Xu, B. (2014). Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. (Doctoral Dissertation). University of Hong Kong. Retrieved from Xu, B. [許博卿]. (2014). Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351029 ; http://dx.doi.org/10.5353/th_b5351029 ; http://hdl.handle.net/10722/208043

Chicago Manual of Style (16th Edition):

許博卿; Xu, Boqing. “Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains.” 2014. Doctoral Dissertation, University of Hong Kong. Accessed November 18, 2019. Xu, B. [許博卿]. (2014). Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351029 ; http://dx.doi.org/10.5353/th_b5351029 ; http://hdl.handle.net/10722/208043.

MLA Handbook (7th Edition):

許博卿; Xu, Boqing. “Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains.” 2014. Web. 18 Nov 2019.

Vancouver:

許博卿; Xu B. Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. [Internet] [Doctoral dissertation]. University of Hong Kong; 2014. [cited 2019 Nov 18]. Available from: Xu, B. [許博卿]. (2014). Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351029 ; http://dx.doi.org/10.5353/th_b5351029 ; http://hdl.handle.net/10722/208043.

Council of Science Editors:

許博卿; Xu B. Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. [Doctoral Dissertation]. University of Hong Kong; 2014. Available from: Xu, B. [許博卿]. (2014). Convolutional perfectly matched layers for finite element modeling of wave propagation in unbounded domains. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351029 ; http://dx.doi.org/10.5353/th_b5351029 ; http://hdl.handle.net/10722/208043


Rutgers University

14. Karkala, Subhodh Kumar, 1984-. Analyzing the mixing dynamics of a tumbling bin blender using discrete element modeling.

Degree: MS, Chemical and Biochemical Engineering, 2015, Rutgers University

 Powder mixing is a critical step in pharmaceutical processes as it determines the final tablet composition. In this study a discrete element model (DEM) has… (more)

Subjects/Keywords: Granular materials – Mathematical models; Finite element method

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APA (6th Edition):

Karkala, Subhodh Kumar, 1. (2015). Analyzing the mixing dynamics of a tumbling bin blender using discrete element modeling. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/47455/

Chicago Manual of Style (16th Edition):

Karkala, Subhodh Kumar, 1984-. “Analyzing the mixing dynamics of a tumbling bin blender using discrete element modeling.” 2015. Masters Thesis, Rutgers University. Accessed November 18, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/47455/.

MLA Handbook (7th Edition):

Karkala, Subhodh Kumar, 1984-. “Analyzing the mixing dynamics of a tumbling bin blender using discrete element modeling.” 2015. Web. 18 Nov 2019.

Vancouver:

Karkala, Subhodh Kumar 1. Analyzing the mixing dynamics of a tumbling bin blender using discrete element modeling. [Internet] [Masters thesis]. Rutgers University; 2015. [cited 2019 Nov 18]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/47455/.

Council of Science Editors:

Karkala, Subhodh Kumar 1. Analyzing the mixing dynamics of a tumbling bin blender using discrete element modeling. [Masters Thesis]. Rutgers University; 2015. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/47455/

15. Grasso, Eva. Modelling visco-elastic seismic wave propagation : a fast-multipole boundary element method and its coupling with finite elements : Modélisation de la propagation des ondes sismiques : une méthode multipôle rapide (éléments de frontière) et son couplage avec la méthode des éléments finis.

Degree: Docteur es, Mécanique, 2012, Université Paris-Est

 La simulation numérique de la propagation d'ondes sismiques est un besoin actuel, par exemple pour modéliser les vibrations induites dans les sols par le trafic… (more)

Subjects/Keywords: Couplage fem/bem; Methode des elements de frontiere; Methode multipole rapide; 3-d viscoelastodynamique; Methode des elements finis; Fem/bem coupling; Boundary element method; Fast multipole method; 3-d viscoelastodynamics; Finite element method

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APA (6th Edition):

Grasso, E. (2012). Modelling visco-elastic seismic wave propagation : a fast-multipole boundary element method and its coupling with finite elements : Modélisation de la propagation des ondes sismiques : une méthode multipôle rapide (éléments de frontière) et son couplage avec la méthode des éléments finis. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2012PEST1025

Chicago Manual of Style (16th Edition):

Grasso, Eva. “Modelling visco-elastic seismic wave propagation : a fast-multipole boundary element method and its coupling with finite elements : Modélisation de la propagation des ondes sismiques : une méthode multipôle rapide (éléments de frontière) et son couplage avec la méthode des éléments finis.” 2012. Doctoral Dissertation, Université Paris-Est. Accessed November 18, 2019. http://www.theses.fr/2012PEST1025.

MLA Handbook (7th Edition):

Grasso, Eva. “Modelling visco-elastic seismic wave propagation : a fast-multipole boundary element method and its coupling with finite elements : Modélisation de la propagation des ondes sismiques : une méthode multipôle rapide (éléments de frontière) et son couplage avec la méthode des éléments finis.” 2012. Web. 18 Nov 2019.

Vancouver:

Grasso E. Modelling visco-elastic seismic wave propagation : a fast-multipole boundary element method and its coupling with finite elements : Modélisation de la propagation des ondes sismiques : une méthode multipôle rapide (éléments de frontière) et son couplage avec la méthode des éléments finis. [Internet] [Doctoral dissertation]. Université Paris-Est; 2012. [cited 2019 Nov 18]. Available from: http://www.theses.fr/2012PEST1025.

Council of Science Editors:

Grasso E. Modelling visco-elastic seismic wave propagation : a fast-multipole boundary element method and its coupling with finite elements : Modélisation de la propagation des ondes sismiques : une méthode multipôle rapide (éléments de frontière) et son couplage avec la méthode des éléments finis. [Doctoral Dissertation]. Université Paris-Est; 2012. Available from: http://www.theses.fr/2012PEST1025


University of Technology, Sydney

16. Taraschi, Valerio. Patient specific 3D finite element modelling, analysis and verification of dental implant navigation and insertion system.

Degree: 2016, University of Technology, Sydney

 The use of a biomechanically correct finite element model (FEM) for simulating the behaviour of the human mandible during functional movements can be improved by… (more)

Subjects/Keywords: 3 D finite element model (FEM); Osseointegration processes.; Novel navigation system for oral implantology.; Superior osseointegration potential.; Deep cortical anchorage.; Piezoelectric osteotomy.; Image-guided surgery system can be used safely.

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APA (6th Edition):

Taraschi, V. (2016). Patient specific 3D finite element modelling, analysis and verification of dental implant navigation and insertion system. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/90041

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):

Taraschi, Valerio. “Patient specific 3D finite element modelling, analysis and verification of dental implant navigation and insertion system.” 2016. Thesis, University of Technology, Sydney. Accessed November 18, 2019. http://hdl.handle.net/10453/90041.

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

MLA Handbook (7th Edition):

Taraschi, Valerio. “Patient specific 3D finite element modelling, analysis and verification of dental implant navigation and insertion system.” 2016. Web. 18 Nov 2019.

Vancouver:

Taraschi V. Patient specific 3D finite element modelling, analysis and verification of dental implant navigation and insertion system. [Internet] [Thesis]. University of Technology, Sydney; 2016. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10453/90041.

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

Council of Science Editors:

Taraschi V. Patient specific 3D finite element modelling, analysis and verification of dental implant navigation and insertion system. [Thesis]. University of Technology, Sydney; 2016. Available from: http://hdl.handle.net/10453/90041

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

17. THIRI SU. STUDY ON GROUND BEHAVIOUR ASSOCIATED WITH TUNNELLING IN MIXED-FACE SOIL CONDITION.

Degree: 2015, National University of Singapore

Subjects/Keywords: tunnelling; mixed-face; face pressure; volume loss; settlement; 3-D finite element

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APA (6th Edition):

SU, T. (2015). STUDY ON GROUND BEHAVIOUR ASSOCIATED WITH TUNNELLING IN MIXED-FACE SOIL CONDITION. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/122851

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):

SU, THIRI. “STUDY ON GROUND BEHAVIOUR ASSOCIATED WITH TUNNELLING IN MIXED-FACE SOIL CONDITION.” 2015. Thesis, National University of Singapore. Accessed November 18, 2019. http://scholarbank.nus.edu.sg/handle/10635/122851.

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

MLA Handbook (7th Edition):

SU, THIRI. “STUDY ON GROUND BEHAVIOUR ASSOCIATED WITH TUNNELLING IN MIXED-FACE SOIL CONDITION.” 2015. Web. 18 Nov 2019.

Vancouver:

SU T. STUDY ON GROUND BEHAVIOUR ASSOCIATED WITH TUNNELLING IN MIXED-FACE SOIL CONDITION. [Internet] [Thesis]. National University of Singapore; 2015. [cited 2019 Nov 18]. Available from: http://scholarbank.nus.edu.sg/handle/10635/122851.

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

Council of Science Editors:

SU T. STUDY ON GROUND BEHAVIOUR ASSOCIATED WITH TUNNELLING IN MIXED-FACE SOIL CONDITION. [Thesis]. National University of Singapore; 2015. Available from: http://scholarbank.nus.edu.sg/handle/10635/122851

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


Virginia Tech

18. 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 November 18, 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. 18 Nov 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 Nov 18]. 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

19. 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 November 18, 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. 18 Nov 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 Nov 18]. 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

20. 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 November 18, 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. 18 Nov 2019.

Vancouver:

Huang C. A Numerical Investigation of Wellbore Stability Problems Using an Elastoplastic Model. [Internet] [Masters thesis]. Louisiana State University; 2016. [cited 2019 Nov 18]. 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

21. 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 November 18, 2019. http://hdl.handle.net/1969.1/158716.

MLA Handbook (7th Edition):

Ye, Shuai. “GMsFEM for Nonlinear Problems & Space-Time GMsFEM.” 2016. Web. 18 Nov 2019.

Vancouver:

Ye S. GMsFEM for Nonlinear Problems & Space-Time GMsFEM. [Internet] [Doctoral dissertation]. Texas A&M University; 2016. [cited 2019 Nov 18]. 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

22. 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 November 18, 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. 18 Nov 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 Nov 18]. 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

23. 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 November 18, 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. 18 Nov 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 Nov 18]. 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

24. 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 November 18, 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. 18 Nov 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 Nov 18]. 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

25. 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 November 18, 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. 18 Nov 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 Nov 18]. 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

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

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 November 18, 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. 18 Nov 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 Nov 18]. 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

27. 冨山, 慶一. 有限要素法による3次元声道伝達特性の推定に関する研究.

Degree: Japan Advanced Institute of Science and Technology / 北陸先端科学技術大学院大学

Supervisor:赤木 正人

情報科学研究科

修士

Subjects/Keywords: Finite Element Method (FEM), 3-D Vocal Tract, Acoustic Tube, Formant Frequency, Misarticulation; Finite Element Method (FEM), 3-D Vocal Tract, Acou

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

APA (6th Edition):

冨山, . (n.d.). 有限要素法による3次元声道伝達特性の推定に関する研究. (Thesis). Japan Advanced Institute of Science and Technology / 北陸先端科学技術大学院大学. Retrieved from http://hdl.handle.net/10119/1365

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):

冨山, 慶一. “有限要素法による3次元声道伝達特性の推定に関する研究.” Thesis, Japan Advanced Institute of Science and Technology / 北陸先端科学技術大学院大学. Accessed November 18, 2019. http://hdl.handle.net/10119/1365.

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):

冨山, 慶一. “有限要素法による3次元声道伝達特性の推定に関する研究.” Web. 18 Nov 2019.

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

Vancouver:

冨山 . 有限要素法による3次元声道伝達特性の推定に関する研究. [Internet] [Thesis]. Japan Advanced Institute of Science and Technology / 北陸先端科学技術大学院大学; [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10119/1365.

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:

冨山 . 有限要素法による3次元声道伝達特性の推定に関する研究. [Thesis]. Japan Advanced Institute of Science and Technology / 北陸先端科学技術大学院大学; Available from: http://hdl.handle.net/10119/1365

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


Brno University of Technology

28. Vetešník, Pavel. Výpočtové porovnání ojnic zážehových motorů .

Degree: 2008, Brno University of Technology

 V diplomové práci je provedeno výpočtové srovnání ojnice zážehového čtyřválcového motoru o zdvihovém objemu 1289 cm3 a ojnice tříválcového zážehového motoru o zdvihovém objemu 1198… (more)

Subjects/Keywords: Ojnice; klikový mechanismus; 3-D Model; zatížení; MKP analýza; Con-rod; crank mechanism; 3-D model; load; finite element method

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

APA (6th Edition):

Vetešník, P. (2008). Výpočtové porovnání ojnic zážehových motorů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/81241

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):

Vetešník, Pavel. “Výpočtové porovnání ojnic zážehových motorů .” 2008. Thesis, Brno University of Technology. Accessed November 18, 2019. http://hdl.handle.net/11012/81241.

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

MLA Handbook (7th Edition):

Vetešník, Pavel. “Výpočtové porovnání ojnic zážehových motorů .” 2008. Web. 18 Nov 2019.

Vancouver:

Vetešník P. Výpočtové porovnání ojnic zážehových motorů . [Internet] [Thesis]. Brno University of Technology; 2008. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/11012/81241.

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

Council of Science Editors:

Vetešník P. Výpočtové porovnání ojnic zážehových motorů . [Thesis]. Brno University of Technology; 2008. Available from: http://hdl.handle.net/11012/81241

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


Texas A&M University

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

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 November 18, 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. 18 Nov 2019.

Vancouver:

Kumar M. Design and Analysis of Stochastic Dynamical Systems with Fokker-Planck Equation. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Nov 18]. 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


Halmstad University

30. Amin, Handren. A comparative study of 2 CAD-integrated FE-programs using the linear static analysis.

Degree: Business and Engineering (SET), 2009, Halmstad University

  This Master’s thesis is summery of a comparative study of 2 commercial CAD-integrated FE-programs. These FE-programs were CATIA v5 and ABAQUS 6.3-7. The primary… (more)

Subjects/Keywords: FINITE ELEMENT ANALYSIS (FEA); CATIA V5 R18; ABAQUS 6.7-3; COMPARISONS

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

APA (6th Edition):

Amin, H. (2009). A comparative study of 2 CAD-integrated FE-programs using the linear static analysis. (Thesis). Halmstad University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-2355

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):

Amin, Handren. “A comparative study of 2 CAD-integrated FE-programs using the linear static analysis.” 2009. Thesis, Halmstad University. Accessed November 18, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-2355.

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

MLA Handbook (7th Edition):

Amin, Handren. “A comparative study of 2 CAD-integrated FE-programs using the linear static analysis.” 2009. Web. 18 Nov 2019.

Vancouver:

Amin H. A comparative study of 2 CAD-integrated FE-programs using the linear static analysis. [Internet] [Thesis]. Halmstad University; 2009. [cited 2019 Nov 18]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-2355.

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

Council of Science Editors:

Amin H. A comparative study of 2 CAD-integrated FE-programs using the linear static analysis. [Thesis]. Halmstad University; 2009. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-2355

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

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