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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

URL: 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

published_or_final_version

Civil and Structural Engineering

Master

Master of Philosophy

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

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231087

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

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

URL: https://scholar.colorado.edu/cven_gradetds/237

► 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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://rave.ohiolink.edu/etdc/view?acc_num=case1054912471

► 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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: https://etda.libraries.psu.edu/catalog/14502

► 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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119

► “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

Record Details Similar Records

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APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: https://openscholarship.wustl.edu/eng_etds/299

► 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

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://www.theses.fr/2013ISAR0025

►

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

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960

► 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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: https://scholarworks.umass.edu/masters_theses_2/743

► 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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/10919/74876

► 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

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/10919/32219

► 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

Record Details Similar Records

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APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/2115/58159

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

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

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

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515

► 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 (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515

► 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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/1721.1/16002

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

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APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/10393/35908

► 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 (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/10393/36074

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/11012/62519

► 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 (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/1807/91683

►

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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://handle.unsw.edu.au/1959.4/43720 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:5016/SOURCE02?view=true

► 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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://rave.ohiolink.edu/etdc/view?acc_num=osu1492093294208549

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/2152/31753

► 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 (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/10919/31477

► 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

Record Details Similar Records

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APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

► 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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://purl.galileo.usg.edu/uga_etd/madison_adrienne_m_201308_phd

► *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.…
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Subjects/Keywords: Finite Element Analysis

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/1969.1/ETD-TAMU-3003

► 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)…
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Subjects/Keywords: Finite Element Method

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/10211.3/145696

► 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…
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Subjects/Keywords: finite element analysis

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/1957/21690

► 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.…
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Subjects/Keywords: Finite Element Method

Record Details Similar Records

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

APA (6^{th} 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 (16^{th} 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 (7^{th} 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

URL: http://hdl.handle.net/1813/13467

► 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…
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Subjects/Keywords: Finite Element Modeling

Record Details Similar Records

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

APA (6^{th} Edition):

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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

Not specified: Masters Thesis or Doctoral Dissertation