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You searched for subject:(Nonlinear finite element dispersion). Showing records 61 – 90 of 20847 total matches.

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University of Hong Kong

61. 黃春權; Wong, Chun-kuen. Symmetry reduction for geometric nonlinear analysis of space structures.

Degree: M. Phil., 1997, University of Hong Kong

published_or_final_version

Civil and Structural Engineering

Master

Master of Philosophy

Subjects/Keywords: Space frame structures.; Nonlinear mechanics.; Finite element method.

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APA (6th Edition):

黃春權; Wong, C. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Masters Thesis). University of Hong Kong. Retrieved from Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028

Chicago Manual of Style (16th Edition):

黃春權; Wong, Chun-kuen. “Symmetry reduction for geometric nonlinear analysis of space structures.” 1997. Masters Thesis, University of Hong Kong. Accessed December 09, 2019. Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028.

MLA Handbook (7th Edition):

黃春權; Wong, Chun-kuen. “Symmetry reduction for geometric nonlinear analysis of space structures.” 1997. Web. 09 Dec 2019.

Vancouver:

黃春權; Wong C. Symmetry reduction for geometric nonlinear analysis of space structures. [Internet] [Masters thesis]. University of Hong Kong; 1997. [cited 2019 Dec 09]. Available from: Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028.

Council of Science Editors:

黃春權; Wong C. Symmetry reduction for geometric nonlinear analysis of space structures. [Masters Thesis]. University of Hong Kong; 1997. Available from: Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028


KTH

62. Ekesiöö, Anton. Safety formats for non-linear finite element analyses of reinforced concrete beams loaded to shear failure.

Degree: Concrete Structures, 2018, KTH

  There exists several different methods that can be used to implement a level of safety when performing non-linear finite element analysis of a structure.… (more)

Subjects/Keywords: nonlinear finite element analysis; estimation of coefficient of variation; par- tial factor; model uncertainty; deep beams; shear; Building Technologies; Husbyggnad

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APA (6th Edition):

Ekesiöö, A. (2018). Safety formats for non-linear finite element analyses of reinforced concrete beams loaded to shear failure. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231087

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):

Ekesiöö, Anton. “Safety formats for non-linear finite element analyses of reinforced concrete beams loaded to shear failure.” 2018. Thesis, KTH. Accessed December 09, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231087.

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

MLA Handbook (7th Edition):

Ekesiöö, Anton. “Safety formats for non-linear finite element analyses of reinforced concrete beams loaded to shear failure.” 2018. Web. 09 Dec 2019.

Vancouver:

Ekesiöö A. Safety formats for non-linear finite element analyses of reinforced concrete beams loaded to shear failure. [Internet] [Thesis]. KTH; 2018. [cited 2019 Dec 09]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231087.

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

Council of Science Editors:

Ekesiöö A. Safety formats for non-linear finite element analyses of reinforced concrete beams loaded to shear failure. [Thesis]. KTH; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231087

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


University of Colorado

63. 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 (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 December 09, 2019. 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. 09 Dec 2019.

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 2019 Dec 09]. 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


Case Western Reserve University

64. Kurniawan, Antonius S. Generalized Eulerian-Lagrangian finite element methods for nonlinear dynamic problems.

Degree: PhD, Civil Engineering, 1990, Case Western Reserve University

 A Generalized Eulerian-Lagrangian formulation for Non-Linear Dynamic problems is developed for solid materials. This formulation is derived from the basic laws and axioms of continuum… (more)

Subjects/Keywords: Engineering, Civil; Eulerian-Lagrangian finite element nonlinear dynamic

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APA (6th Edition):

Kurniawan, A. S. (1990). Generalized Eulerian-Lagrangian finite element methods for nonlinear dynamic problems. (Doctoral Dissertation). Case Western Reserve University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1054912471

Chicago Manual of Style (16th Edition):

Kurniawan, Antonius S. “Generalized Eulerian-Lagrangian finite element methods for nonlinear dynamic problems.” 1990. Doctoral Dissertation, Case Western Reserve University. Accessed December 09, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1054912471.

MLA Handbook (7th Edition):

Kurniawan, Antonius S. “Generalized Eulerian-Lagrangian finite element methods for nonlinear dynamic problems.” 1990. Web. 09 Dec 2019.

Vancouver:

Kurniawan AS. Generalized Eulerian-Lagrangian finite element methods for nonlinear dynamic problems. [Internet] [Doctoral dissertation]. Case Western Reserve University; 1990. [cited 2019 Dec 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1054912471.

Council of Science Editors:

Kurniawan AS. Generalized Eulerian-Lagrangian finite element methods for nonlinear dynamic problems. [Doctoral Dissertation]. Case Western Reserve University; 1990. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1054912471


Penn State University

65. Mahdavi, Arash. Mechanics Of Low-dimensional Carbon Nanostructures: Atomistic, Continuum, And Multi-scale Approaches.

Degree: PhD, Mechanical Engineering, 2007, Penn State University

 A new multiscale modeling technique called the Consistent Atomic-scale Finite Element (CAFÉ) method is introduced. Unlike traditional approaches for linking the atomic structure to its… (more)

Subjects/Keywords: Finite Element; Nanomechanics; Carbon Nanotube; Multisclae; Nonlinear; Continuum Mechanics

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APA (6th Edition):

Mahdavi, A. (2007). Mechanics Of Low-dimensional Carbon Nanostructures: Atomistic, Continuum, And Multi-scale Approaches. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/14502

Chicago Manual of Style (16th Edition):

Mahdavi, Arash. “Mechanics Of Low-dimensional Carbon Nanostructures: Atomistic, Continuum, And Multi-scale Approaches.” 2007. Doctoral Dissertation, Penn State University. Accessed December 09, 2019. https://etda.libraries.psu.edu/catalog/14502.

MLA Handbook (7th Edition):

Mahdavi, Arash. “Mechanics Of Low-dimensional Carbon Nanostructures: Atomistic, Continuum, And Multi-scale Approaches.” 2007. Web. 09 Dec 2019.

Vancouver:

Mahdavi A. Mechanics Of Low-dimensional Carbon Nanostructures: Atomistic, Continuum, And Multi-scale Approaches. [Internet] [Doctoral dissertation]. Penn State University; 2007. [cited 2019 Dec 09]. Available from: https://etda.libraries.psu.edu/catalog/14502.

Council of Science Editors:

Mahdavi A. Mechanics Of Low-dimensional Carbon Nanostructures: Atomistic, Continuum, And Multi-scale Approaches. [Doctoral Dissertation]. Penn State University; 2007. Available from: https://etda.libraries.psu.edu/catalog/14502


Louisiana State University

66. Araujo, Marcio Costa. Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests.

Degree: PhD, Civil and Environmental Engineering, 2007, Louisiana State University

 “A diaphragm is a transverse stiffener, which is placed between girders in order to maintain section geometry”, (AASHTO, 2002). Intermediate diaphragms, usually placed at the… (more)

Subjects/Keywords: nonlinear; dynamic; finite element; diaphragms; bridges; load tests

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APA (6th Edition):

Araujo, M. C. (2007). Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119

Chicago Manual of Style (16th Edition):

Araujo, Marcio Costa. “Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests.” 2007. Doctoral Dissertation, Louisiana State University. Accessed December 09, 2019. etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119.

MLA Handbook (7th Edition):

Araujo, Marcio Costa. “Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests.” 2007. Web. 09 Dec 2019.

Vancouver:

Araujo MC. Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests. [Internet] [Doctoral dissertation]. Louisiana State University; 2007. [cited 2019 Dec 09]. Available from: etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119.

Council of Science Editors:

Araujo MC. Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests. [Doctoral Dissertation]. Louisiana State University; 2007. Available from: etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119


Washington University in St. Louis

67. Schmidt, John Larson. Characterizing anisotropy in fibrous soft materials by MR elastography of slow and fast shear waves.

Degree: PhD, Mechanical Engineering & Materials Science, 2017, Washington University in St. Louis

  The general objective of this work was to develop experimental methods based on magnetic resonance elastography (MRE) to characterize fibrous soft materials. Mathematical models… (more)

Subjects/Keywords: anisotropy; biomechanics; finite element analysis; magnetic resonance elastography; nonlinear materials; white matter brain tissue; Biomechanics; Biomedical Engineering and Bioengineering; Mechanical Engineering

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APA (6th Edition):

Schmidt, J. L. (2017). Characterizing anisotropy in fibrous soft materials by MR elastography of slow and fast shear waves. (Doctoral Dissertation). Washington University in St. Louis. Retrieved from https://openscholarship.wustl.edu/eng_etds/299

Chicago Manual of Style (16th Edition):

Schmidt, John Larson. “Characterizing anisotropy in fibrous soft materials by MR elastography of slow and fast shear waves.” 2017. Doctoral Dissertation, Washington University in St. Louis. Accessed December 09, 2019. https://openscholarship.wustl.edu/eng_etds/299.

MLA Handbook (7th Edition):

Schmidt, John Larson. “Characterizing anisotropy in fibrous soft materials by MR elastography of slow and fast shear waves.” 2017. Web. 09 Dec 2019.

Vancouver:

Schmidt JL. Characterizing anisotropy in fibrous soft materials by MR elastography of slow and fast shear waves. [Internet] [Doctoral dissertation]. Washington University in St. Louis; 2017. [cited 2019 Dec 09]. Available from: https://openscholarship.wustl.edu/eng_etds/299.

Council of Science Editors:

Schmidt JL. Characterizing anisotropy in fibrous soft materials by MR elastography of slow and fast shear waves. [Doctoral Dissertation]. Washington University in St. Louis; 2017. Available from: https://openscholarship.wustl.edu/eng_etds/299

68. 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 December 09, 2019. 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. 09 Dec 2019.

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 2019 Dec 09]. 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


Universidade Nova

69. Fraga, Pedro Torres. EFFECT – Efficient finite element code.

Degree: 2015, Universidade Nova

 The theme of this dissertation is the finite element method applied to mechanical structures. A new finite element program is developed that, besides executing different… (more)

Subjects/Keywords: Finite element method; C++; Shell elements; Nonlinear analysis; Corotational formulation; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Mecânica

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APA (6th Edition):

Fraga, P. T. (2015). EFFECT – Efficient finite element code. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960

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):

Fraga, Pedro Torres. “EFFECT – Efficient finite element code.” 2015. Thesis, Universidade Nova. Accessed December 09, 2019. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960.

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

MLA Handbook (7th Edition):

Fraga, Pedro Torres. “EFFECT – Efficient finite element code.” 2015. Web. 09 Dec 2019.

Vancouver:

Fraga PT. EFFECT – Efficient finite element code. [Internet] [Thesis]. Universidade Nova; 2015. [cited 2019 Dec 09]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960.

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

Council of Science Editors:

Fraga PT. EFFECT – Efficient finite element code. [Thesis]. Universidade Nova; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960

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

70. Kalo, Rita. High Fidelity Modeling of Cold-Formed Steel Single Lap Shear Screw Fastened Connections.

Degree: 2019, University of Massachusetts

  Cold-formed steel connections are commonly fastened using self-tapping self-drilling screws. The behavior of these connections can differ based on the screw manufacturer or the… (more)

Subjects/Keywords: finite element modeling; cold-formed steel; screw fastened connections; nonlinear penalty contact; American Iron and Steel Institute; fastener; Structural Engineering

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APA (6th Edition):

Kalo, R. (2019). High Fidelity Modeling of Cold-Formed Steel Single Lap Shear Screw Fastened Connections. (Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/masters_theses_2/743

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):

Kalo, Rita. “High Fidelity Modeling of Cold-Formed Steel Single Lap Shear Screw Fastened Connections.” 2019. Thesis, University of Massachusetts. Accessed December 09, 2019. https://scholarworks.umass.edu/masters_theses_2/743.

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

MLA Handbook (7th Edition):

Kalo, Rita. “High Fidelity Modeling of Cold-Formed Steel Single Lap Shear Screw Fastened Connections.” 2019. Web. 09 Dec 2019.

Vancouver:

Kalo R. High Fidelity Modeling of Cold-Formed Steel Single Lap Shear Screw Fastened Connections. [Internet] [Thesis]. University of Massachusetts; 2019. [cited 2019 Dec 09]. Available from: https://scholarworks.umass.edu/masters_theses_2/743.

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

Council of Science Editors:

Kalo R. High Fidelity Modeling of Cold-Formed Steel Single Lap Shear Screw Fastened Connections. [Thesis]. University of Massachusetts; 2019. Available from: https://scholarworks.umass.edu/masters_theses_2/743

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


Virginia Tech

71. 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 (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 December 09, 2019. http://hdl.handle.net/10919/74876.

MLA Handbook (7th Edition):

Kamalzare, Soheil. “Performance of Columnar Reinforced Ground during Seismic Excitation.” 2017. Web. 09 Dec 2019.

Vancouver:

Kamalzare S. Performance of Columnar Reinforced Ground during Seismic Excitation. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2019 Dec 09]. 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


Virginia Tech

72. 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 December 09, 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. 09 Dec 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 Dec 09]. 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

73. 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 (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 December 09, 2019. 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. 09 Dec 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. [Internet] [Doctoral dissertation]. Hokkaido University; 2014. [cited 2019 Dec 09]. 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


KTH

74. 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 (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 December 09, 2019. 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. 09 Dec 2019.

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 2019 Dec 09]. 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


Delft University of Technology

75. Ye, F. Local Buckling Analysis of Thin-Wall Shell Structures:.

Degree: 2015, Delft University of Technology

 This master thesis presents research into buckling of thin hyperboloid shells structures. This type of structure is typically applied as the large cooling towers at… (more)

Subjects/Keywords: shell; buckling; arc length; finite element analysis; geometric nonlinear buckling analysis; koiter; curve fitting; buckling load path

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APA (6th Edition):

Ye, F. (2015). Local Buckling Analysis of Thin-Wall Shell Structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515

Chicago Manual of Style (16th Edition):

Ye, F. “Local Buckling Analysis of Thin-Wall Shell Structures:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 09, 2019. http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515.

MLA Handbook (7th Edition):

Ye, F. “Local Buckling Analysis of Thin-Wall Shell Structures:.” 2015. Web. 09 Dec 2019.

Vancouver:

Ye F. Local Buckling Analysis of Thin-Wall Shell Structures:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 09]. Available from: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515.

Council of Science Editors:

Ye F. Local Buckling Analysis of Thin-Wall Shell Structures:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515


MIT

76. Bolourchi, Said. On finite element nonlinear analysis of general shell structures.

Degree: PhD, Mechanical Engineering, 1979, MIT

Subjects/Keywords: Mechanical Engineering.; Shells (Engineering); Finite element method; Nonlinear theories

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APA (6th Edition):

Bolourchi, S. (1979). On finite element nonlinear analysis of general shell structures. (Doctoral Dissertation). MIT. Retrieved from http://hdl.handle.net/1721.1/16002

Chicago Manual of Style (16th Edition):

Bolourchi, Said. “On finite element nonlinear analysis of general shell structures. ” 1979. Doctoral Dissertation, MIT. Accessed December 09, 2019. http://hdl.handle.net/1721.1/16002.

MLA Handbook (7th Edition):

Bolourchi, Said. “On finite element nonlinear analysis of general shell structures. ” 1979. Web. 09 Dec 2019.

Vancouver:

Bolourchi S. On finite element nonlinear analysis of general shell structures. [Internet] [Doctoral dissertation]. MIT; 1979. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1721.1/16002.

Council of Science Editors:

Bolourchi S. On finite element nonlinear analysis of general shell structures. [Doctoral Dissertation]. MIT; 1979. Available from: http://hdl.handle.net/1721.1/16002


University of Ottawa

77. Momenan, Bahareh. Development of a Thick Continuum-Based Shell Finite Element for Soft Tissue Dynamics .

Degree: 2017, University of Ottawa

 The goal of the present doctoral research is to create a theoretical framework and develop a numerical implementation for a shell finite element that can… (more)

Subjects/Keywords: Continuum-based shell finite element; explicit time integration; updated Lagrangian formulation; soft tissue dynamics; anisotropic; nonlinear; incompressible; hyperelastic

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APA (6th Edition):

Momenan, B. (2017). Development of a Thick Continuum-Based Shell Finite Element for Soft Tissue Dynamics . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35908

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):

Momenan, Bahareh. “Development of a Thick Continuum-Based Shell Finite Element for Soft Tissue Dynamics .” 2017. Thesis, University of Ottawa. Accessed December 09, 2019. http://hdl.handle.net/10393/35908.

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

MLA Handbook (7th Edition):

Momenan, Bahareh. “Development of a Thick Continuum-Based Shell Finite Element for Soft Tissue Dynamics .” 2017. Web. 09 Dec 2019.

Vancouver:

Momenan B. Development of a Thick Continuum-Based Shell Finite Element for Soft Tissue Dynamics . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10393/35908.

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

Council of Science Editors:

Momenan B. Development of a Thick Continuum-Based Shell Finite Element for Soft Tissue Dynamics . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/35908

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


University of Ottawa

78. Pezeshky, Payam. Distortional Static and Buckling Analysis of Wide Flange Steel Beams .

Degree: 2017, University of Ottawa

 Existing design provisions in design standards and conventional analysis methods for structural steel members are based on the simplifying kinematic Vlasov assumption that neglects cross-sectional… (more)

Subjects/Keywords: Distortion; Finite element; Lateral torsional buckling; Geometric nonlinear analysis; Pre-buckling deformation; Load height effect; Warping

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APA (6th Edition):

Pezeshky, P. (2017). Distortional Static and Buckling Analysis of Wide Flange Steel Beams . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36074

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):

Pezeshky, Payam. “Distortional Static and Buckling Analysis of Wide Flange Steel Beams .” 2017. Thesis, University of Ottawa. Accessed December 09, 2019. http://hdl.handle.net/10393/36074.

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

MLA Handbook (7th Edition):

Pezeshky, Payam. “Distortional Static and Buckling Analysis of Wide Flange Steel Beams .” 2017. Web. 09 Dec 2019.

Vancouver:

Pezeshky P. Distortional Static and Buckling Analysis of Wide Flange Steel Beams . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10393/36074.

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

Council of Science Editors:

Pezeshky P. Distortional Static and Buckling Analysis of Wide Flange Steel Beams . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36074

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


Brno University of Technology

79. Novák, Lukáš. Software databáze lomově-mechanických parametrů a podpory pravděpodobnostních výpočtů využitý při statistické analýze střešních předpjatých nosníků .

Degree: 2016, Brno University of Technology

 Práce popisuje nově vytvořený softwarový nástroj IO-SUPPORT, který slouží ke stanovení a vizualizaci zatížitelnosti stavebních konstrukcí s využitím pravděpodobnostních metod. Software se dělí na dvě… (more)

Subjects/Keywords: Spolehlivost; nelineární analýza; MKP; beton; lomově-mechanické parametry; Reliability; nonlinear analysis; finite element method; concrete; fracture-mechanical parameters

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APA (6th Edition):

Novák, L. (2016). Software databáze lomově-mechanických parametrů a podpory pravděpodobnostních výpočtů využitý při statistické analýze střešních předpjatých nosníků . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62519

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):

Novák, Lukáš. “Software databáze lomově-mechanických parametrů a podpory pravděpodobnostních výpočtů využitý při statistické analýze střešních předpjatých nosníků .” 2016. Thesis, Brno University of Technology. Accessed December 09, 2019. http://hdl.handle.net/11012/62519.

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

MLA Handbook (7th Edition):

Novák, Lukáš. “Software databáze lomově-mechanických parametrů a podpory pravděpodobnostních výpočtů využitý při statistické analýze střešních předpjatých nosníků .” 2016. Web. 09 Dec 2019.

Vancouver:

Novák L. Software databáze lomově-mechanických parametrů a podpory pravděpodobnostních výpočtů využitý při statistické analýze střešních předpjatých nosníků . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11012/62519.

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

Council of Science Editors:

Novák L. Software databáze lomově-mechanických parametrů a podpory pravděpodobnostních výpočtů využitý při statistické analýze střešních předpjatých nosníků . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62519

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


University of Toronto

80. Ma, Ruilin. Program Sherlock: A Tool for Stochastic Finite Element Analysis and Field Assessment of Concrete Structures.

Degree: 2018, University of Toronto

The use of stochastic analysis as a way to better simulate the uncertainty effects often encountered in structural evaluation was investigated. Unlike deterministic analysis where… (more)

Subjects/Keywords: Monte Carlo Simulations; Nonlinear Finite Element Analysis; Reinforced Concrete; Stochastic Analysis; Structural Assessment; Structural Health Monitoring; 0543

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

APA (6th Edition):

Ma, R. (2018). Program Sherlock: A Tool for Stochastic Finite Element Analysis and Field Assessment of Concrete Structures. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/91683

Chicago Manual of Style (16th Edition):

Ma, Ruilin. “Program Sherlock: A Tool for Stochastic Finite Element Analysis and Field Assessment of Concrete Structures.” 2018. Masters Thesis, University of Toronto. Accessed December 09, 2019. http://hdl.handle.net/1807/91683.

MLA Handbook (7th Edition):

Ma, Ruilin. “Program Sherlock: A Tool for Stochastic Finite Element Analysis and Field Assessment of Concrete Structures.” 2018. Web. 09 Dec 2019.

Vancouver:

Ma R. Program Sherlock: A Tool for Stochastic Finite Element Analysis and Field Assessment of Concrete Structures. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1807/91683.

Council of Science Editors:

Ma R. Program Sherlock: A Tool for Stochastic Finite Element Analysis and Field Assessment of Concrete Structures. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/91683


University of New South Wales

81. Vali Pour Goudarzi, Hamid Reza. Nonlinear dynamic analysis of reinforced concrete frames under extreme loadings.

Degree: Civil & Environmental Engineering, 2009, University of New South Wales

 This research focuses on improvements and application of 1D finite elements for nonlinear dynamic analysis of reinforced concrete frames under extreme loadings. The concept of… (more)

Subjects/Keywords: Progressive collapse; Nonlinear finite element; Dynamic analysis

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APA (6th Edition):

Vali Pour Goudarzi, H. R. (2009). Nonlinear dynamic analysis of reinforced concrete frames under extreme loadings. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/43720 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:5016/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Vali Pour Goudarzi, Hamid Reza. “Nonlinear dynamic analysis of reinforced concrete frames under extreme loadings.” 2009. Doctoral Dissertation, University of New South Wales. Accessed December 09, 2019. http://handle.unsw.edu.au/1959.4/43720 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:5016/SOURCE02?view=true.

MLA Handbook (7th Edition):

Vali Pour Goudarzi, Hamid Reza. “Nonlinear dynamic analysis of reinforced concrete frames under extreme loadings.” 2009. Web. 09 Dec 2019.

Vancouver:

Vali Pour Goudarzi HR. Nonlinear dynamic analysis of reinforced concrete frames under extreme loadings. [Internet] [Doctoral dissertation]. University of New South Wales; 2009. [cited 2019 Dec 09]. Available from: http://handle.unsw.edu.au/1959.4/43720 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:5016/SOURCE02?view=true.

Council of Science Editors:

Vali Pour Goudarzi HR. Nonlinear dynamic analysis of reinforced concrete frames under extreme loadings. [Doctoral Dissertation]. University of New South Wales; 2009. Available from: http://handle.unsw.edu.au/1959.4/43720 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:5016/SOURCE02?view=true


The Ohio State University

82. 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 December 09, 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. 09 Dec 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 Dec 09]. 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


University of Texas – Austin

83. 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 (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 December 09, 2019. 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. 09 Dec 2019.

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 2019 Dec 09]. 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


Virginia Tech

84. Coggin, John Moore. Response of Isotropic and Laminated Plates to Close Proximity Blast Loads.

Degree: MS, Aerospace and Ocean Engineering, 2000, Virginia Tech

 The transient response of various plate structures subject to blast loads is analyzed. In particular, simply supported isotropic and laminated composite plates are modeled using… (more)

Subjects/Keywords: composite; contact; finite element; nonlinear; blast load

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APA (6th Edition):

Coggin, J. M. (2000). Response of Isotropic and Laminated Plates to Close Proximity Blast Loads. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31477

Chicago Manual of Style (16th Edition):

Coggin, John Moore. “Response of Isotropic and Laminated Plates to Close Proximity Blast Loads.” 2000. Masters Thesis, Virginia Tech. Accessed December 09, 2019. http://hdl.handle.net/10919/31477.

MLA Handbook (7th Edition):

Coggin, John Moore. “Response of Isotropic and Laminated Plates to Close Proximity Blast Loads.” 2000. Web. 09 Dec 2019.

Vancouver:

Coggin JM. Response of Isotropic and Laminated Plates to Close Proximity Blast Loads. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10919/31477.

Council of Science Editors:

Coggin JM. Response of Isotropic and Laminated Plates to Close Proximity Blast Loads. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/31477


KTH

85. Vosoughian, Saeed. The effect of pre-stressing location on punching shear capacity of concrete flat slabs.

Degree: Concrete Structures, 2019, KTH

          Implementing pre-stressing cables is a viable option aiming at controlling deformation and cracking of concrete flat slabs in serviceability limit state. The pre-stressing… (more)

Subjects/Keywords: Concrete flat slabs; Concrete damage plasticity model; Eurocode 2; Nonlinear finite element analysis; Punching capacity; Pre-stressing cables; Infrastructure Engineering; Infrastrukturteknik

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APA (6th Edition):

Vosoughian, S. (2019). The effect of pre-stressing location on punching shear capacity of concrete flat slabs. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

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):

Vosoughian, Saeed. “The effect of pre-stressing location on punching shear capacity of concrete flat slabs.” 2019. Thesis, KTH. Accessed December 09, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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

MLA Handbook (7th Edition):

Vosoughian, Saeed. “The effect of pre-stressing location on punching shear capacity of concrete flat slabs.” 2019. Web. 09 Dec 2019.

Vancouver:

Vosoughian S. The effect of pre-stressing location on punching shear capacity of concrete flat slabs. [Internet] [Thesis]. KTH; 2019. [cited 2019 Dec 09]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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

Council of Science Editors:

Vosoughian S. The effect of pre-stressing location on punching shear capacity of concrete flat slabs. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

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


University of Georgia

86. Madison, Adrienne Monique. Contributions to biomechanical finite element analysis for 3D medical images with open-source software.

Degree: PhD, Biological and Agricultural Engineering, 2013, University of Georgia

Finite-element modeling (FEM), well-established to predict the mechanical behavior of mechanical systems, enjoys growing popularity in the study of the biomechanical behavior of biological tissues.… (more)

Subjects/Keywords: Finite Element Analysis

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APA (6th Edition):

Madison, A. M. (2013). Contributions to biomechanical finite element analysis for 3D medical images with open-source software. (Doctoral Dissertation). University of Georgia. Retrieved from http://purl.galileo.usg.edu/uga_etd/madison_adrienne_m_201308_phd

Chicago Manual of Style (16th Edition):

Madison, Adrienne Monique. “Contributions to biomechanical finite element analysis for 3D medical images with open-source software.” 2013. Doctoral Dissertation, University of Georgia. Accessed December 09, 2019. http://purl.galileo.usg.edu/uga_etd/madison_adrienne_m_201308_phd.

MLA Handbook (7th Edition):

Madison, Adrienne Monique. “Contributions to biomechanical finite element analysis for 3D medical images with open-source software.” 2013. Web. 09 Dec 2019.

Vancouver:

Madison AM. Contributions to biomechanical finite element analysis for 3D medical images with open-source software. [Internet] [Doctoral dissertation]. University of Georgia; 2013. [cited 2019 Dec 09]. Available from: http://purl.galileo.usg.edu/uga_etd/madison_adrienne_m_201308_phd.

Council of Science Editors:

Madison AM. Contributions to biomechanical finite element analysis for 3D medical images with open-source software. [Doctoral Dissertation]. University of Georgia; 2013. Available from: http://purl.galileo.usg.edu/uga_etd/madison_adrienne_m_201308_phd


Texas A&M University

87. Kim, Wooram. Unconventional finite element method for nonlinear analysis of beams and plates.

Degree: 2009, Texas A&M University

 In this thesis, mixed finite element models of beams and plates bending are developed to include other variables (i.e., the membrane forces and shear forces)… (more)

Subjects/Keywords: Finite Element Method

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APA (6th Edition):

Kim, W. (2009). Unconventional finite element method for nonlinear analysis of beams and plates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-3003

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):

Kim, Wooram. “Unconventional finite element method for nonlinear analysis of beams and plates.” 2009. Thesis, Texas A&M University. Accessed December 09, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-3003.

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

MLA Handbook (7th Edition):

Kim, Wooram. “Unconventional finite element method for nonlinear analysis of beams and plates.” 2009. Web. 09 Dec 2019.

Vancouver:

Kim W. Unconventional finite element method for nonlinear analysis of beams and plates. [Internet] [Thesis]. Texas A&M University; 2009. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3003.

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

Council of Science Editors:

Kim W. Unconventional finite element method for nonlinear analysis of beams and plates. [Thesis]. Texas A&M University; 2009. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-3003

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


California State Polytechnic University – Pomona

88. Danielian, Shant. Finite element analysis of buckling restrained brace.

Degree: MS, Mathematics, 2015, California State Polytechnic University – Pomona

 Buckling restrained braces (BRB) have recently been incorporated in standard seismic design practices. Common BRB systems have incorporated a steel core with either a concrete… (more)

Subjects/Keywords: finite element analysis

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APA (6th Edition):

Danielian, S. (2015). Finite element analysis of buckling restrained brace. (Masters Thesis). California State Polytechnic University – Pomona. Retrieved from http://hdl.handle.net/10211.3/145696

Chicago Manual of Style (16th Edition):

Danielian, Shant. “Finite element analysis of buckling restrained brace.” 2015. Masters Thesis, California State Polytechnic University – Pomona. Accessed December 09, 2019. http://hdl.handle.net/10211.3/145696.

MLA Handbook (7th Edition):

Danielian, Shant. “Finite element analysis of buckling restrained brace.” 2015. Web. 09 Dec 2019.

Vancouver:

Danielian S. Finite element analysis of buckling restrained brace. [Internet] [Masters thesis]. California State Polytechnic University – Pomona; 2015. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10211.3/145696.

Council of Science Editors:

Danielian S. Finite element analysis of buckling restrained brace. [Masters Thesis]. California State Polytechnic University – Pomona; 2015. Available from: http://hdl.handle.net/10211.3/145696


Oregon State University

89. Klein, Viviane. Two-grid a-priori and a-posteriori error analysis for coupled elliptic and parabolic systems with applications to flow and transport problems.

Degree: PhD, Mathematics, 2011, Oregon State University

 We develop several a-priori and a-posteriori error estimates for two-grid finite element discretization of coupled elliptic and parabolic systems with a set of parameters P.… (more)

Subjects/Keywords: Finite Element Method

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

APA (6th Edition):

Klein, V. (2011). Two-grid a-priori and a-posteriori error analysis for coupled elliptic and parabolic systems with applications to flow and transport problems. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/21690

Chicago Manual of Style (16th Edition):

Klein, Viviane. “Two-grid a-priori and a-posteriori error analysis for coupled elliptic and parabolic systems with applications to flow and transport problems.” 2011. Doctoral Dissertation, Oregon State University. Accessed December 09, 2019. http://hdl.handle.net/1957/21690.

MLA Handbook (7th Edition):

Klein, Viviane. “Two-grid a-priori and a-posteriori error analysis for coupled elliptic and parabolic systems with applications to flow and transport problems.” 2011. Web. 09 Dec 2019.

Vancouver:

Klein V. Two-grid a-priori and a-posteriori error analysis for coupled elliptic and parabolic systems with applications to flow and transport problems. [Internet] [Doctoral dissertation]. Oregon State University; 2011. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1957/21690.

Council of Science Editors:

Klein V. Two-grid a-priori and a-posteriori error analysis for coupled elliptic and parabolic systems with applications to flow and transport problems. [Doctoral Dissertation]. Oregon State University; 2011. Available from: http://hdl.handle.net/1957/21690


Cornell University

90. Hubler, Mija. Acoustic Finite Element Modeling Of An Immersed Structure .

Degree: 2009, Cornell University

 This work investigates an acoustic fluid structure interaction formulation. It is applied to an immersed steel structure in non-flowing water. The system is discretized using… (more)

Subjects/Keywords: Finite Element Modeling

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APA (6th Edition):

Hubler, M. (2009). Acoustic Finite Element Modeling Of An Immersed Structure . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/13467

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):

Hubler, Mija. “Acoustic Finite Element Modeling Of An Immersed Structure .” 2009. Thesis, Cornell University. Accessed December 09, 2019. http://hdl.handle.net/1813/13467.

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

MLA Handbook (7th Edition):

Hubler, Mija. “Acoustic Finite Element Modeling Of An Immersed Structure .” 2009. Web. 09 Dec 2019.

Vancouver:

Hubler M. Acoustic Finite Element Modeling Of An Immersed Structure . [Internet] [Thesis]. Cornell University; 2009. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1813/13467.

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

Council of Science Editors:

Hubler M. Acoustic Finite Element Modeling Of An Immersed Structure . [Thesis]. Cornell University; 2009. Available from: http://hdl.handle.net/1813/13467

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

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