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You searched for subject:(Non linear analysis). Showing records 1 – 30 of 314 total matches.

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Addis Ababa University

1. Anur, Oumer. Assessment of Current Non-linear Analysis Models used in Earthquake Engineering .

Degree: 2019, Addis Ababa University

 The study aims to evaluate existing numerical nonlinear modeling techniques used in the seismic analysis to provide a common ground for applications of the models… (more)

Subjects/Keywords: Earthquake Engineerin; Non-linear Analysis Models

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

APA (6th Edition):

Anur, O. (2019). Assessment of Current Non-linear Analysis Models used in Earthquake Engineering . (Thesis). Addis Ababa University. Retrieved from http://10.6.20.92/xmlui/handle/123456789/20826

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):

Anur, Oumer. “Assessment of Current Non-linear Analysis Models used in Earthquake Engineering .” 2019. Thesis, Addis Ababa University. Accessed October 30, 2020. http://10.6.20.92/xmlui/handle/123456789/20826.

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

MLA Handbook (7th Edition):

Anur, Oumer. “Assessment of Current Non-linear Analysis Models used in Earthquake Engineering .” 2019. Web. 30 Oct 2020.

Vancouver:

Anur O. Assessment of Current Non-linear Analysis Models used in Earthquake Engineering . [Internet] [Thesis]. Addis Ababa University; 2019. [cited 2020 Oct 30]. Available from: http://10.6.20.92/xmlui/handle/123456789/20826.

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

Council of Science Editors:

Anur O. Assessment of Current Non-linear Analysis Models used in Earthquake Engineering . [Thesis]. Addis Ababa University; 2019. Available from: http://10.6.20.92/xmlui/handle/123456789/20826

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


University of Georgia

2. Zhuang, Yuan. Time series clustering using copula-based higher order Markov process.

Degree: 2016, University of Georgia

 In model-based time series clustering, most models used only allow linear dependence. This could lead to unsatisfactory clustering results due to the limited use of… (more)

Subjects/Keywords: cluster analysis; model-based; non-parametric; non-linear; dependence structure

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APA (6th Edition):

Zhuang, Y. (2016). Time series clustering using copula-based higher order Markov process. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/35524"

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):

Zhuang, Yuan. “Time series clustering using copula-based higher order Markov process.” 2016. Thesis, University of Georgia. Accessed October 30, 2020. http://hdl.handle.net/10724/35524".

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

MLA Handbook (7th Edition):

Zhuang, Yuan. “Time series clustering using copula-based higher order Markov process.” 2016. Web. 30 Oct 2020.

Vancouver:

Zhuang Y. Time series clustering using copula-based higher order Markov process. [Internet] [Thesis]. University of Georgia; 2016. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/10724/35524".

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

Council of Science Editors:

Zhuang Y. Time series clustering using copula-based higher order Markov process. [Thesis]. University of Georgia; 2016. Available from: http://hdl.handle.net/10724/35524"

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

3. Heng, Yaguang. Décrochage tournant dans un diffuseur lisse radial : Étude de stabilité et effet sur la performance. : Rotating instability in a radial vaneless diffusers : stability analysis and effect on the performance.

Degree: Docteur es, Mécanique-matériaux, 2017, Paris, ENSAM

Résumé: Le comportement des turbomachines (pompes, compresseurs) fonctionnant à des conditions hors conception, et particulièrement aux débits partiels, est sujet à des phénomènes d'instabilité qui… (more)

Subjects/Keywords: Stabilité; Turbomachines; Non-Linearité; Stability Analysis; Turbomachinery; Non-Linear

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APA (6th Edition):

Heng, Y. (2017). Décrochage tournant dans un diffuseur lisse radial : Étude de stabilité et effet sur la performance. : Rotating instability in a radial vaneless diffusers : stability analysis and effect on the performance. (Doctoral Dissertation). Paris, ENSAM. Retrieved from http://www.theses.fr/2017ENAM0049

Chicago Manual of Style (16th Edition):

Heng, Yaguang. “Décrochage tournant dans un diffuseur lisse radial : Étude de stabilité et effet sur la performance. : Rotating instability in a radial vaneless diffusers : stability analysis and effect on the performance.” 2017. Doctoral Dissertation, Paris, ENSAM. Accessed October 30, 2020. http://www.theses.fr/2017ENAM0049.

MLA Handbook (7th Edition):

Heng, Yaguang. “Décrochage tournant dans un diffuseur lisse radial : Étude de stabilité et effet sur la performance. : Rotating instability in a radial vaneless diffusers : stability analysis and effect on the performance.” 2017. Web. 30 Oct 2020.

Vancouver:

Heng Y. Décrochage tournant dans un diffuseur lisse radial : Étude de stabilité et effet sur la performance. : Rotating instability in a radial vaneless diffusers : stability analysis and effect on the performance. [Internet] [Doctoral dissertation]. Paris, ENSAM; 2017. [cited 2020 Oct 30]. Available from: http://www.theses.fr/2017ENAM0049.

Council of Science Editors:

Heng Y. Décrochage tournant dans un diffuseur lisse radial : Étude de stabilité et effet sur la performance. : Rotating instability in a radial vaneless diffusers : stability analysis and effect on the performance. [Doctoral Dissertation]. Paris, ENSAM; 2017. Available from: http://www.theses.fr/2017ENAM0049


University of KwaZulu-Natal

4. Rugdeo, Saien Bemont. Independent assessment and benchmarking of no/low cost finite element analysis software for linear and non/linear static structural analysis.

Degree: 2016, University of KwaZulu-Natal

 The aim of this research was to determine if the development of low-cost (less than 500 USD) or no-cost analysis software, specifically in the area… (more)

Subjects/Keywords: Finite element analysis.; Independent assessment.; Benchmarking.; Linear and non linear analysis.; Open source.

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APA (6th Edition):

Rugdeo, S. B. (2016). Independent assessment and benchmarking of no/low cost finite element analysis software for linear and non/linear static structural analysis. (Thesis). University of KwaZulu-Natal. Retrieved from http://hdl.handle.net/10413/14827

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):

Rugdeo, Saien Bemont. “Independent assessment and benchmarking of no/low cost finite element analysis software for linear and non/linear static structural analysis.” 2016. Thesis, University of KwaZulu-Natal. Accessed October 30, 2020. http://hdl.handle.net/10413/14827.

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

MLA Handbook (7th Edition):

Rugdeo, Saien Bemont. “Independent assessment and benchmarking of no/low cost finite element analysis software for linear and non/linear static structural analysis.” 2016. Web. 30 Oct 2020.

Vancouver:

Rugdeo SB. Independent assessment and benchmarking of no/low cost finite element analysis software for linear and non/linear static structural analysis. [Internet] [Thesis]. University of KwaZulu-Natal; 2016. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/10413/14827.

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

Council of Science Editors:

Rugdeo SB. Independent assessment and benchmarking of no/low cost finite element analysis software for linear and non/linear static structural analysis. [Thesis]. University of KwaZulu-Natal; 2016. Available from: http://hdl.handle.net/10413/14827

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


Delft University of Technology

5. Kok, Roy (author). Non-linear dynamic response of a beam using an impulse response method based on linear complex modes.

Degree: 2019, Delft University of Technology

The purpose of this thesis is to formulate and test a computational method, based on linear complex modes, to calculate the dynamic response of a… (more)

Subjects/Keywords: Non-linear; Dynamic Analysis; Euler Bernoulli Beam; Modal Analysis; Eigenvalues; Damping

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APA (6th Edition):

Kok, R. (. (2019). Non-linear dynamic response of a beam using an impulse response method based on linear complex modes. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b

Chicago Manual of Style (16th Edition):

Kok, Roy (author). “Non-linear dynamic response of a beam using an impulse response method based on linear complex modes.” 2019. Masters Thesis, Delft University of Technology. Accessed October 30, 2020. http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b.

MLA Handbook (7th Edition):

Kok, Roy (author). “Non-linear dynamic response of a beam using an impulse response method based on linear complex modes.” 2019. Web. 30 Oct 2020.

Vancouver:

Kok R(. Non-linear dynamic response of a beam using an impulse response method based on linear complex modes. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 30]. Available from: http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b.

Council of Science Editors:

Kok R(. Non-linear dynamic response of a beam using an impulse response method based on linear complex modes. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b


Université de Grenoble

6. Franco, Céline. Apport des représentations modales au traitement des signaux cardio-respiratoires et posturaux : Modal representations of physiological signals : application to cardio-respiratory and postural signals.

Degree: Docteur es, Mouvement et comportement pour la santé et l'autonomie, 2014, Université de Grenoble

Le développement de systèmes de mesures et de suivi non-invasifs, fiables, robustes et utilisablesen autonomie est de première importance pour le confort et l’implication de… (more)

Subjects/Keywords: Représentation multi-échelle; Analyse non-linéaire; Entropie; Multi-scale representation; Non-linear analysis; Entropy; 610

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APA (6th Edition):

Franco, C. (2014). Apport des représentations modales au traitement des signaux cardio-respiratoires et posturaux : Modal representations of physiological signals : application to cardio-respiratory and postural signals. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2014GRENS010

Chicago Manual of Style (16th Edition):

Franco, Céline. “Apport des représentations modales au traitement des signaux cardio-respiratoires et posturaux : Modal representations of physiological signals : application to cardio-respiratory and postural signals.” 2014. Doctoral Dissertation, Université de Grenoble. Accessed October 30, 2020. http://www.theses.fr/2014GRENS010.

MLA Handbook (7th Edition):

Franco, Céline. “Apport des représentations modales au traitement des signaux cardio-respiratoires et posturaux : Modal representations of physiological signals : application to cardio-respiratory and postural signals.” 2014. Web. 30 Oct 2020.

Vancouver:

Franco C. Apport des représentations modales au traitement des signaux cardio-respiratoires et posturaux : Modal representations of physiological signals : application to cardio-respiratory and postural signals. [Internet] [Doctoral dissertation]. Université de Grenoble; 2014. [cited 2020 Oct 30]. Available from: http://www.theses.fr/2014GRENS010.

Council of Science Editors:

Franco C. Apport des représentations modales au traitement des signaux cardio-respiratoires et posturaux : Modal representations of physiological signals : application to cardio-respiratory and postural signals. [Doctoral Dissertation]. Université de Grenoble; 2014. Available from: http://www.theses.fr/2014GRENS010

7. Premoselli, Bruno. Equations de contraintes en théorie de champ scalaire. : The Constraint Equations in a scalar-field theory.

Degree: Docteur es, Mathématiques - EM2C, 2014, Cergy-Pontoise

On étudie dans cette thèse le système d'Einstein-Lichnerowicz, aussi appelé système des contraintes conformes. C'est un système d'équations aux dérivées partielles nonlinéaires elliptiques, obtenu après… (more)

Subjects/Keywords: Relativité Générale; Equations de Contraintes; Analyse non linéaire; General Relativity; Constraint Equations; Non-Linear Analysis

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APA (6th Edition):

Premoselli, B. (2014). Equations de contraintes en théorie de champ scalaire. : The Constraint Equations in a scalar-field theory. (Doctoral Dissertation). Cergy-Pontoise. Retrieved from http://www.theses.fr/2014CERG0700

Chicago Manual of Style (16th Edition):

Premoselli, Bruno. “Equations de contraintes en théorie de champ scalaire. : The Constraint Equations in a scalar-field theory.” 2014. Doctoral Dissertation, Cergy-Pontoise. Accessed October 30, 2020. http://www.theses.fr/2014CERG0700.

MLA Handbook (7th Edition):

Premoselli, Bruno. “Equations de contraintes en théorie de champ scalaire. : The Constraint Equations in a scalar-field theory.” 2014. Web. 30 Oct 2020.

Vancouver:

Premoselli B. Equations de contraintes en théorie de champ scalaire. : The Constraint Equations in a scalar-field theory. [Internet] [Doctoral dissertation]. Cergy-Pontoise; 2014. [cited 2020 Oct 30]. Available from: http://www.theses.fr/2014CERG0700.

Council of Science Editors:

Premoselli B. Equations de contraintes en théorie de champ scalaire. : The Constraint Equations in a scalar-field theory. [Doctoral Dissertation]. Cergy-Pontoise; 2014. Available from: http://www.theses.fr/2014CERG0700

8. Radhakrishnan, P M. Speech Analysis using Modern Techniques of Nonlinear Dynamics.

Degree: 2009, Cochin University of Science and Technology

Medical fields requires fast, simple and noninvasive methods of diagnostic techniques. Several methods are available and possible because of the growth of technology that provides… (more)

Subjects/Keywords: Speech Production; Non linear behavior; Pathological Speech Signal Analysis

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APA (6th Edition):

Radhakrishnan, P. M. (2009). Speech Analysis using Modern Techniques of Nonlinear Dynamics. (Thesis). Cochin University of Science and Technology. Retrieved from http://dyuthi.cusat.ac.in/purl/2665

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):

Radhakrishnan, P M. “Speech Analysis using Modern Techniques of Nonlinear Dynamics.” 2009. Thesis, Cochin University of Science and Technology. Accessed October 30, 2020. http://dyuthi.cusat.ac.in/purl/2665.

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

MLA Handbook (7th Edition):

Radhakrishnan, P M. “Speech Analysis using Modern Techniques of Nonlinear Dynamics.” 2009. Web. 30 Oct 2020.

Vancouver:

Radhakrishnan PM. Speech Analysis using Modern Techniques of Nonlinear Dynamics. [Internet] [Thesis]. Cochin University of Science and Technology; 2009. [cited 2020 Oct 30]. Available from: http://dyuthi.cusat.ac.in/purl/2665.

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

Council of Science Editors:

Radhakrishnan PM. Speech Analysis using Modern Techniques of Nonlinear Dynamics. [Thesis]. Cochin University of Science and Technology; 2009. Available from: http://dyuthi.cusat.ac.in/purl/2665

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


Delft University of Technology

9. Teshome, Tihitina Tilahun (author). Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.

Degree: 2019, Delft University of Technology

 The aim of this thesis project is to investigate the model uncertainty of non-linear finite element analysis of reinforced concrete structures at ultimate limit state… (more)

Subjects/Keywords: Non-Linear Finite Element Analysis; model uncertainty; Reinforced Concrete structures

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APA (6th Edition):

Teshome, T. T. (. (2019). Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

Chicago Manual of Style (16th Edition):

Teshome, Tihitina Tilahun (author). “Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.” 2019. Masters Thesis, Delft University of Technology. Accessed October 30, 2020. http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0.

MLA Handbook (7th Edition):

Teshome, Tihitina Tilahun (author). “Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure.” 2019. Web. 30 Oct 2020.

Vancouver:

Teshome TT(. Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 30]. Available from: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0.

Council of Science Editors:

Teshome TT(. Model Uncertainty of Non-Linear Finite Element Analysis of Reinforced Concrete Beams without Shear Reinforcement: Examining the Effect of Modelling Strategies and Modes of Failure. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0


University of Cambridge

10. Strawbridge, Alexander Daniel. Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error.

Degree: PhD, 2012, University of Cambridge

 This thesis was motivated by data from the Emerging Risk Factors Collaboration (ERFC), a large individual participant data (IPD) meta-analysis of risk factors for coronary… (more)

Subjects/Keywords: Measurement error; Meta analysis; Non-linear relationships; Biostatistics

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APA (6th Edition):

Strawbridge, A. D. (2012). Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error. (Doctoral Dissertation). University of Cambridge. Retrieved from http://www.dspace.cam.ac.uk/handle/1810/243941https://www.repository.cam.ac.uk/bitstream/1810/243941/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/5/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/3/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/6/astrawbridge_thesis_corrected.pdf.jpg

Chicago Manual of Style (16th Edition):

Strawbridge, Alexander Daniel. “Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error.” 2012. Doctoral Dissertation, University of Cambridge. Accessed October 30, 2020. http://www.dspace.cam.ac.uk/handle/1810/243941https://www.repository.cam.ac.uk/bitstream/1810/243941/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/5/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/3/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/6/astrawbridge_thesis_corrected.pdf.jpg.

MLA Handbook (7th Edition):

Strawbridge, Alexander Daniel. “Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error.” 2012. Web. 30 Oct 2020.

Vancouver:

Strawbridge AD. Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error. [Internet] [Doctoral dissertation]. University of Cambridge; 2012. [cited 2020 Oct 30]. Available from: http://www.dspace.cam.ac.uk/handle/1810/243941https://www.repository.cam.ac.uk/bitstream/1810/243941/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/5/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/3/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/6/astrawbridge_thesis_corrected.pdf.jpg.

Council of Science Editors:

Strawbridge AD. Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error. [Doctoral Dissertation]. University of Cambridge; 2012. Available from: http://www.dspace.cam.ac.uk/handle/1810/243941https://www.repository.cam.ac.uk/bitstream/1810/243941/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/5/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/3/astrawbridge_thesis_corrected.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/243941/6/astrawbridge_thesis_corrected.pdf.jpg


Delft University of Technology

11. Tuitjer, Mathijs (author). Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members.

Degree: 2019, Delft University of Technology

 Shear tension failure in thin-webbed prestressed concrete elements is yet to be predicted in an accurate manner. The analytical method uses assumptions to simplify the… (more)

Subjects/Keywords: Non-Linear Finite Element Analysis; shear tension cracking

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APA (6th Edition):

Tuitjer, M. (. (2019). Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e

Chicago Manual of Style (16th Edition):

Tuitjer, Mathijs (author). “Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members.” 2019. Masters Thesis, Delft University of Technology. Accessed October 30, 2020. http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e.

MLA Handbook (7th Edition):

Tuitjer, Mathijs (author). “Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members.” 2019. Web. 30 Oct 2020.

Vancouver:

Tuitjer M(. Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 30]. Available from: http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e.

Council of Science Editors:

Tuitjer M(. Effect of Flexural Cracks on Web-Shear Cracking of Prestressed Concrete Continuous Members. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e


Delft University of Technology

12. Toma, R.F. (author). A design-oriented numerical investigation seismic soil-structure interaction.

Degree: 2016, Delft University of Technology

Presented here is the numerical investigation on seismic soil-structure interaction applying features of a rather non-conventional earthquake design. The examination focuses on the Groningen site… (more)

Subjects/Keywords: clay; non-linear analysis; seismic; Groningen; earthquake; soil

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APA (6th Edition):

Toma, R. F. (. (2016). A design-oriented numerical investigation seismic soil-structure interaction. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2afcede4-f818-4f5b-93e1-c2864ecafef3

Chicago Manual of Style (16th Edition):

Toma, R F (author). “A design-oriented numerical investigation seismic soil-structure interaction.” 2016. Masters Thesis, Delft University of Technology. Accessed October 30, 2020. http://resolver.tudelft.nl/uuid:2afcede4-f818-4f5b-93e1-c2864ecafef3.

MLA Handbook (7th Edition):

Toma, R F (author). “A design-oriented numerical investigation seismic soil-structure interaction.” 2016. Web. 30 Oct 2020.

Vancouver:

Toma RF(. A design-oriented numerical investigation seismic soil-structure interaction. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Oct 30]. Available from: http://resolver.tudelft.nl/uuid:2afcede4-f818-4f5b-93e1-c2864ecafef3.

Council of Science Editors:

Toma RF(. A design-oriented numerical investigation seismic soil-structure interaction. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:2afcede4-f818-4f5b-93e1-c2864ecafef3


Delft University of Technology

13. Moraal, Rainier (author). 3D non-linear finite element modelling of an onshore wind turbine foundation.

Degree: 2019, Delft University of Technology

 Currently wind turbines are a popular source of renewable energy. Royal HaskoningDHV designs foundations for these turbines. Design optimization of these foundations becomes more and… (more)

Subjects/Keywords: non-Linear Finite Element Analysis; 3D modelling; DIANA; Wind Turbine; Foundations

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APA (6th Edition):

Moraal, R. (. (2019). 3D non-linear finite element modelling of an onshore wind turbine foundation. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:491ae53b-fb10-47a5-897e-056a9cba63c3

Chicago Manual of Style (16th Edition):

Moraal, Rainier (author). “3D non-linear finite element modelling of an onshore wind turbine foundation.” 2019. Masters Thesis, Delft University of Technology. Accessed October 30, 2020. http://resolver.tudelft.nl/uuid:491ae53b-fb10-47a5-897e-056a9cba63c3.

MLA Handbook (7th Edition):

Moraal, Rainier (author). “3D non-linear finite element modelling of an onshore wind turbine foundation.” 2019. Web. 30 Oct 2020.

Vancouver:

Moraal R(. 3D non-linear finite element modelling of an onshore wind turbine foundation. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Oct 30]. Available from: http://resolver.tudelft.nl/uuid:491ae53b-fb10-47a5-897e-056a9cba63c3.

Council of Science Editors:

Moraal R(. 3D non-linear finite element modelling of an onshore wind turbine foundation. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:491ae53b-fb10-47a5-897e-056a9cba63c3


Delft University of Technology

14. Zhou, Yanxin (author). A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment.

Degree: 2017, Delft University of Technology

The application of non-linear finite element analysis is important nowadays to simulate the real behavior of structure. A sort of non-linear finite element analysis with… (more)

Subjects/Keywords: Non-Linear Finite Element Analysis; Reinforced concrete; safety assessment

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APA (6th Edition):

Zhou, Y. (. (2017). A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment. (Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34

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):

Zhou, Yanxin (author). “A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment.” 2017. Thesis, Delft University of Technology. Accessed October 30, 2020. http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34.

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

MLA Handbook (7th Edition):

Zhou, Yanxin (author). “A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment.” 2017. Web. 30 Oct 2020.

Vancouver:

Zhou Y(. A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment. [Internet] [Thesis]. Delft University of Technology; 2017. [cited 2020 Oct 30]. Available from: http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34.

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

Council of Science Editors:

Zhou Y(. A Study of the Application of Safety Formats in Non-linear Finite Element Analysis of Reinforced Concrete Tunnel Segment. [Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34

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


University of Cambridge

15. Strawbridge, Alexander Daniel. Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error.

Degree: PhD, 2012, University of Cambridge

 This thesis was motivated by data from the Emerging Risk Factors Collaboration (ERFC), a large individual participant data (IPD) meta-analysis of risk factors for coronary… (more)

Subjects/Keywords: 510; Measurement error; Meta analysis; Non-linear relationships; Biostatistics

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APA (6th Edition):

Strawbridge, A. D. (2012). Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error. (Doctoral Dissertation). University of Cambridge. Retrieved from https://doi.org/10.17863/CAM.16224 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.559057

Chicago Manual of Style (16th Edition):

Strawbridge, Alexander Daniel. “Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error.” 2012. Doctoral Dissertation, University of Cambridge. Accessed October 30, 2020. https://doi.org/10.17863/CAM.16224 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.559057.

MLA Handbook (7th Edition):

Strawbridge, Alexander Daniel. “Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error.” 2012. Web. 30 Oct 2020.

Vancouver:

Strawbridge AD. Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error. [Internet] [Doctoral dissertation]. University of Cambridge; 2012. [cited 2020 Oct 30]. Available from: https://doi.org/10.17863/CAM.16224 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.559057.

Council of Science Editors:

Strawbridge AD. Modelling non-linear exposure-disease relationships in a large individual participant meta-analysis allowing for the effects of exposure measurement error. [Doctoral Dissertation]. University of Cambridge; 2012. Available from: https://doi.org/10.17863/CAM.16224 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.559057


University of British Columbia

16. Lau, Jackson. Graphical tests for the absolute stability of multivariable nonlinear systems.

Degree: Master of Applied Science - MASc, Electrical and Computer Engineering, 1971, University of British Columbia

 Three graphical methods, similar to Popov's approach, are derived to test a stability criterion for a general class of multivariable nonlinear feedback systems. Various simplifications… (more)

Subjects/Keywords: Non-linear theories.; Multivariate analysis.

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APA (6th Edition):

Lau, J. (1971). Graphical tests for the absolute stability of multivariable nonlinear systems. (Masters Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/33498

Chicago Manual of Style (16th Edition):

Lau, Jackson. “Graphical tests for the absolute stability of multivariable nonlinear systems.” 1971. Masters Thesis, University of British Columbia. Accessed October 30, 2020. http://hdl.handle.net/2429/33498.

MLA Handbook (7th Edition):

Lau, Jackson. “Graphical tests for the absolute stability of multivariable nonlinear systems.” 1971. Web. 30 Oct 2020.

Vancouver:

Lau J. Graphical tests for the absolute stability of multivariable nonlinear systems. [Internet] [Masters thesis]. University of British Columbia; 1971. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/2429/33498.

Council of Science Editors:

Lau J. Graphical tests for the absolute stability of multivariable nonlinear systems. [Masters Thesis]. University of British Columbia; 1971. Available from: http://hdl.handle.net/2429/33498


University of Pretoria

17. Conradie, Johan. Finite Element Modelling of Off-Road Tyres.

Degree: MEng, Mechanical and Aeronautical Engineering, 2014, University of Pretoria

 Most tyre models developed to date require a fair amount of data before an accurate representation of the tyre can be obtained. This study entails… (more)

Subjects/Keywords: UCTD; Finite element analysis; Finite element modelling; Model updating; Non-linear modelling; Non-linear materials; Ride simulation; Experimental testing

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

APA (6th Edition):

Conradie, J. (2014). Finite Element Modelling of Off-Road Tyres. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/45957

Chicago Manual of Style (16th Edition):

Conradie, Johan. “Finite Element Modelling of Off-Road Tyres.” 2014. Masters Thesis, University of Pretoria. Accessed October 30, 2020. http://hdl.handle.net/2263/45957.

MLA Handbook (7th Edition):

Conradie, Johan. “Finite Element Modelling of Off-Road Tyres.” 2014. Web. 30 Oct 2020.

Vancouver:

Conradie J. Finite Element Modelling of Off-Road Tyres. [Internet] [Masters thesis]. University of Pretoria; 2014. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/2263/45957.

Council of Science Editors:

Conradie J. Finite Element Modelling of Off-Road Tyres. [Masters Thesis]. University of Pretoria; 2014. Available from: http://hdl.handle.net/2263/45957

18. Leboucher, Guillaume. Méthodes de moyennisation stroboscopique appliquées aux équations aux dérivées partielles hautement oscillantes : Stroboscopic averaging methods for highly oscillatory partial differential equations.

Degree: Docteur es, Mathématiques et applications, 2015, Rennes 1

Cette thèse présente des travaux originaux dans le domaine des méthodes de moyennisation d'ordre élevé. On s'intéresse notamment à des procédures de moyennisation dite stroboscopique… (more)

Subjects/Keywords: Équations aux dérivées partielles non linéaires; Équations d'évolution non linéaires; Analyse numérique; Averaging; Non linear partial differential equations; Non linear evolution equations; Numerical analysis

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

APA (6th Edition):

Leboucher, G. (2015). Méthodes de moyennisation stroboscopique appliquées aux équations aux dérivées partielles hautement oscillantes : Stroboscopic averaging methods for highly oscillatory partial differential equations. (Doctoral Dissertation). Rennes 1. Retrieved from http://www.theses.fr/2015REN1S121

Chicago Manual of Style (16th Edition):

Leboucher, Guillaume. “Méthodes de moyennisation stroboscopique appliquées aux équations aux dérivées partielles hautement oscillantes : Stroboscopic averaging methods for highly oscillatory partial differential equations.” 2015. Doctoral Dissertation, Rennes 1. Accessed October 30, 2020. http://www.theses.fr/2015REN1S121.

MLA Handbook (7th Edition):

Leboucher, Guillaume. “Méthodes de moyennisation stroboscopique appliquées aux équations aux dérivées partielles hautement oscillantes : Stroboscopic averaging methods for highly oscillatory partial differential equations.” 2015. Web. 30 Oct 2020.

Vancouver:

Leboucher G. Méthodes de moyennisation stroboscopique appliquées aux équations aux dérivées partielles hautement oscillantes : Stroboscopic averaging methods for highly oscillatory partial differential equations. [Internet] [Doctoral dissertation]. Rennes 1; 2015. [cited 2020 Oct 30]. Available from: http://www.theses.fr/2015REN1S121.

Council of Science Editors:

Leboucher G. Méthodes de moyennisation stroboscopique appliquées aux équations aux dérivées partielles hautement oscillantes : Stroboscopic averaging methods for highly oscillatory partial differential equations. [Doctoral Dissertation]. Rennes 1; 2015. Available from: http://www.theses.fr/2015REN1S121


KTH

19. Óskarsson, Einar. Redistribution of bending moments in concrete slabs in the SLS.

Degree: Structural Engineering and Bridges, 2014, KTH

  The finite element method (FEM) is commonly used to design the reinforcement in concrete slabs. In order to simplify the analysis and to be… (more)

Subjects/Keywords: Finite element analysis; reinforced concrete; concrete slab; non-linear analysis; crack control; fracture energy

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APA (6th Edition):

Óskarsson, E. (2014). Redistribution of bending moments in concrete slabs in the SLS. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149300

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):

Óskarsson, Einar. “Redistribution of bending moments in concrete slabs in the SLS.” 2014. Thesis, KTH. Accessed October 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149300.

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

MLA Handbook (7th Edition):

Óskarsson, Einar. “Redistribution of bending moments in concrete slabs in the SLS.” 2014. Web. 30 Oct 2020.

Vancouver:

Óskarsson E. Redistribution of bending moments in concrete slabs in the SLS. [Internet] [Thesis]. KTH; 2014. [cited 2020 Oct 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149300.

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

Council of Science Editors:

Óskarsson E. Redistribution of bending moments in concrete slabs in the SLS. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149300

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


Kansas State University

20. Kiser, Sidney. Three-dimensional non-linear analyses of steel special moment resisting frames.

Degree: MS, Department of Architectural Engineering and Construction Science, 2020, Kansas State University

 A special moment resisting frame (SMRF) is a type of lateral force resisting system that is used to protect structures from extreme seismic events. This… (more)

Subjects/Keywords: finite element analysis; steel structure; steel special moment frame; non-linear analysis

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APA (6th Edition):

Kiser, S. (2020). Three-dimensional non-linear analyses of steel special moment resisting frames. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40559

Chicago Manual of Style (16th Edition):

Kiser, Sidney. “Three-dimensional non-linear analyses of steel special moment resisting frames.” 2020. Masters Thesis, Kansas State University. Accessed October 30, 2020. http://hdl.handle.net/2097/40559.

MLA Handbook (7th Edition):

Kiser, Sidney. “Three-dimensional non-linear analyses of steel special moment resisting frames.” 2020. Web. 30 Oct 2020.

Vancouver:

Kiser S. Three-dimensional non-linear analyses of steel special moment resisting frames. [Internet] [Masters thesis]. Kansas State University; 2020. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/2097/40559.

Council of Science Editors:

Kiser S. Three-dimensional non-linear analyses of steel special moment resisting frames. [Masters Thesis]. Kansas State University; 2020. Available from: http://hdl.handle.net/2097/40559

21. Carbone, Nicholas. Desenvolvimento de um novo algoritmo para análise viscoplástica com o método dos elementos de contorno.

Degree: Mestrado, Engenharia de Estruturas, 2007, University of São Paulo

A busca por novos modelos matemáticos e técnicas inovadoras para análises numéricas tem sido tema de muitas pesquisas. Em análises de modelos que possuem domínios… (more)

Subjects/Keywords: Análise não linear; Boundary elements method; Método dos elementos de contorno; Non-linear analysis; Viscoplasticidade; Viscoplasticity

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

APA (6th Edition):

Carbone, N. (2007). Desenvolvimento de um novo algoritmo para análise viscoplástica com o método dos elementos de contorno. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-101246/ ;

Chicago Manual of Style (16th Edition):

Carbone, Nicholas. “Desenvolvimento de um novo algoritmo para análise viscoplástica com o método dos elementos de contorno.” 2007. Masters Thesis, University of São Paulo. Accessed October 30, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-101246/ ;.

MLA Handbook (7th Edition):

Carbone, Nicholas. “Desenvolvimento de um novo algoritmo para análise viscoplástica com o método dos elementos de contorno.” 2007. Web. 30 Oct 2020.

Vancouver:

Carbone N. Desenvolvimento de um novo algoritmo para análise viscoplástica com o método dos elementos de contorno. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2020 Oct 30]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-101246/ ;.

Council of Science Editors:

Carbone N. Desenvolvimento de um novo algoritmo para análise viscoplástica com o método dos elementos de contorno. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-101246/ ;


Universidade do Estado do Rio de Janeiro

22. Rafael Rangel Barboza. Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento.

Degree: Master, 2012, Universidade do Estado do Rio de Janeiro

Com base em um cenário econômico favorável combinado aos avanços tecnológicos das ciências dos materiais e processos de construção, nas últimas três décadas, as cidades… (more)

Subjects/Keywords: Edifícios esbeltos; Análise não linear; Comportamento estrutural; Slender steel-concrete composite buildings; Non-linear analysis; Structural behavior; ENGENHARIA CIVIL

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APA (6th Edition):

Barboza, R. R. (2012). Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4268 ;

Chicago Manual of Style (16th Edition):

Barboza, Rafael Rangel. “Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento.” 2012. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed October 30, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4268 ;.

MLA Handbook (7th Edition):

Barboza, Rafael Rangel. “Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento.” 2012. Web. 30 Oct 2020.

Vancouver:

Barboza RR. Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2012. [cited 2020 Oct 30]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4268 ;.

Council of Science Editors:

Barboza RR. Modelagem do comportamento dinâmico de edifícios mistos (aço-concreto) submetidos à ação do vento. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2012. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4268 ;


NSYSU

23. Tsai, Min-Chou. Mathematical and numerical studies on coupled meshfree methods and meshbased methods for soil-structure interaction.

Degree: PhD, Marine Environment and Engineering, 2013, NSYSU

 The scope of this dissertation is to develop, implement and investigate some meshfree-related approaches including the pure meshfree methods and the coupling of meshfree and… (more)

Subjects/Keywords: Numerical analysis; Offshore structure; Non-linear dynamics; Meshfree methods; Soil-structure interaction

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APA (6th Edition):

Tsai, M. (2013). Mathematical and numerical studies on coupled meshfree methods and meshbased methods for soil-structure interaction. (Doctoral Dissertation). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0810113-122853

Chicago Manual of Style (16th Edition):

Tsai, Min-Chou. “Mathematical and numerical studies on coupled meshfree methods and meshbased methods for soil-structure interaction.” 2013. Doctoral Dissertation, NSYSU. Accessed October 30, 2020. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0810113-122853.

MLA Handbook (7th Edition):

Tsai, Min-Chou. “Mathematical and numerical studies on coupled meshfree methods and meshbased methods for soil-structure interaction.” 2013. Web. 30 Oct 2020.

Vancouver:

Tsai M. Mathematical and numerical studies on coupled meshfree methods and meshbased methods for soil-structure interaction. [Internet] [Doctoral dissertation]. NSYSU; 2013. [cited 2020 Oct 30]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0810113-122853.

Council of Science Editors:

Tsai M. Mathematical and numerical studies on coupled meshfree methods and meshbased methods for soil-structure interaction. [Doctoral Dissertation]. NSYSU; 2013. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0810113-122853


Universidade do Rio Grande do Sul

24. Pasquali, Paulo Roberto Zanella. Análise limite de estruturas através de uma formulação em elasticidade não-linear.

Degree: 2008, Universidade do Rio Grande do Sul

A avaliação numérica das cargas limites (de colapso) de estruturas é obtida geralmente ou pela aplicação direta dos teoremas de análise limite junto com processos… (more)

Subjects/Keywords: Limit load; Estruturas (Engenharia); Plasticidade; Limit analysis; Elasticidade; Plasticity; Non-linear elasticity; Simulação numérica

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APA (6th Edition):

Pasquali, P. R. Z. (2008). Análise limite de estruturas através de uma formulação em elasticidade não-linear. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/13430

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):

Pasquali, Paulo Roberto Zanella. “Análise limite de estruturas através de uma formulação em elasticidade não-linear.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed October 30, 2020. http://hdl.handle.net/10183/13430.

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

MLA Handbook (7th Edition):

Pasquali, Paulo Roberto Zanella. “Análise limite de estruturas através de uma formulação em elasticidade não-linear.” 2008. Web. 30 Oct 2020.

Vancouver:

Pasquali PRZ. Análise limite de estruturas através de uma formulação em elasticidade não-linear. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/10183/13430.

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

Council of Science Editors:

Pasquali PRZ. Análise limite de estruturas através de uma formulação em elasticidade não-linear. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/13430

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


Universidade do Rio Grande do Sul

25. Recalde, Bruno Ramón Blanc. Análise numérica de flexão em lajes nervuradas com a consideração dos efeitos de fissuração no concreto.

Degree: 2014, Universidade do Rio Grande do Sul

Lajes nervuradas modeladas computacionalmente são geralmente analisadas por metodologias simplificadas, tanto para a geometria da seção (convertendo em lajes maciças ou grelhas) como para as… (more)

Subjects/Keywords: Lajes nervuradas; Waffle slab; Reinforced concrete; Análise numérica; Concreto armado; Numerical model; Non-linear analysis

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APA (6th Edition):

Recalde, B. R. B. (2014). Análise numérica de flexão em lajes nervuradas com a consideração dos efeitos de fissuração no concreto. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/103824

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):

Recalde, Bruno Ramón Blanc. “Análise numérica de flexão em lajes nervuradas com a consideração dos efeitos de fissuração no concreto.” 2014. Thesis, Universidade do Rio Grande do Sul. Accessed October 30, 2020. http://hdl.handle.net/10183/103824.

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

MLA Handbook (7th Edition):

Recalde, Bruno Ramón Blanc. “Análise numérica de flexão em lajes nervuradas com a consideração dos efeitos de fissuração no concreto.” 2014. Web. 30 Oct 2020.

Vancouver:

Recalde BRB. Análise numérica de flexão em lajes nervuradas com a consideração dos efeitos de fissuração no concreto. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2014. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/10183/103824.

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

Council of Science Editors:

Recalde BRB. Análise numérica de flexão em lajes nervuradas com a consideração dos efeitos de fissuração no concreto. [Thesis]. Universidade do Rio Grande do Sul; 2014. Available from: http://hdl.handle.net/10183/103824

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

26. Ξύδη, Άρτεμις. Εφαρμογή ανελαστικού μαθηματικού προσομοιώματος βλάβης στοιχείων τοιχοποιίας σε υπό κλίμακα κτίρια τοιχοποιίας υποβαλλόμενα σε σεισμικές διεγέρσεις σεισμικής τράπεζας.

Degree: 2015, University of Patras

Αντικείμενο της παρούσας εργασίας είναι η ανάλυση κτιρίων από φέρουσα τοιχοποιία σύμφωνα με ανελαστικό προσομοίωμα βλάβης στοιχείων τοιχοποιίας. Το προσομοίωμα βασίζεται στην θεωρία βλάβης συνεχούς… (more)

Subjects/Keywords: Τοιχοποιία; Θεωρία βλάβης; Μη γραμμική ανάλυση; 624.176 2; Masonry; Damage mechanics; Non linear analysis

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APA (6th Edition):

Ξύδη, . (2015). Εφαρμογή ανελαστικού μαθηματικού προσομοιώματος βλάβης στοιχείων τοιχοποιίας σε υπό κλίμακα κτίρια τοιχοποιίας υποβαλλόμενα σε σεισμικές διεγέρσεις σεισμικής τράπεζας. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/8825

Chicago Manual of Style (16th Edition):

Ξύδη, Άρτεμις. “Εφαρμογή ανελαστικού μαθηματικού προσομοιώματος βλάβης στοιχείων τοιχοποιίας σε υπό κλίμακα κτίρια τοιχοποιίας υποβαλλόμενα σε σεισμικές διεγέρσεις σεισμικής τράπεζας.” 2015. Masters Thesis, University of Patras. Accessed October 30, 2020. http://hdl.handle.net/10889/8825.

MLA Handbook (7th Edition):

Ξύδη, Άρτεμις. “Εφαρμογή ανελαστικού μαθηματικού προσομοιώματος βλάβης στοιχείων τοιχοποιίας σε υπό κλίμακα κτίρια τοιχοποιίας υποβαλλόμενα σε σεισμικές διεγέρσεις σεισμικής τράπεζας.” 2015. Web. 30 Oct 2020.

Vancouver:

Ξύδη . Εφαρμογή ανελαστικού μαθηματικού προσομοιώματος βλάβης στοιχείων τοιχοποιίας σε υπό κλίμακα κτίρια τοιχοποιίας υποβαλλόμενα σε σεισμικές διεγέρσεις σεισμικής τράπεζας. [Internet] [Masters thesis]. University of Patras; 2015. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/10889/8825.

Council of Science Editors:

Ξύδη . Εφαρμογή ανελαστικού μαθηματικού προσομοιώματος βλάβης στοιχείων τοιχοποιίας σε υπό κλίμακα κτίρια τοιχοποιίας υποβαλλόμενα σε σεισμικές διεγέρσεις σεισμικής τράπεζας. [Masters Thesis]. University of Patras; 2015. Available from: http://hdl.handle.net/10889/8825

27. Ξενή, Μαρία. Λογιστική παλινδρόμηση & διαχωριστική ανάλυση.

Degree: 2012, University of Patras

Σε αυτή την εργασία ασχοληθήκαμε με δύο μεθόδους, που σκοπός τους είναι να κατατάσσουν τις παρατηρήσεις σε γνωστές ομάδες και στη συνέχεια να κάνουν προβλέψεις… (more)

Subjects/Keywords: Διαχωριστική ανάλυση; Λογιστική παλινδρόμηση; Μη γραμμικά μοντέλα; 519.53; Discriminant analysis; Logistic regression; Non linear models

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APA (6th Edition):

Ξενή, . (2012). Λογιστική παλινδρόμηση & διαχωριστική ανάλυση. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/5174

Chicago Manual of Style (16th Edition):

Ξενή, Μαρία. “Λογιστική παλινδρόμηση & διαχωριστική ανάλυση.” 2012. Masters Thesis, University of Patras. Accessed October 30, 2020. http://hdl.handle.net/10889/5174.

MLA Handbook (7th Edition):

Ξενή, Μαρία. “Λογιστική παλινδρόμηση & διαχωριστική ανάλυση.” 2012. Web. 30 Oct 2020.

Vancouver:

Ξενή . Λογιστική παλινδρόμηση & διαχωριστική ανάλυση. [Internet] [Masters thesis]. University of Patras; 2012. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/10889/5174.

Council of Science Editors:

Ξενή . Λογιστική παλινδρόμηση & διαχωριστική ανάλυση. [Masters Thesis]. University of Patras; 2012. Available from: http://hdl.handle.net/10889/5174


Penn State University

28. Sundaresan, Niranjana. DESIGN & FABRICATION OF NON-LINEAR BISTABLE VIBRATION ELECTROMAGNETIC HARVESTERS.

Degree: 2017, Penn State University

 The paper explores the design and analysis of a wideband, bistable electromagnetic vibration energy harvester using two different approaches: a planar nested spring and compression… (more)

Subjects/Keywords: Vibration harvesting; Non-linear Bistable oscillator; Engineering Design; COMSOL analysis; Electromagnetic Vibration Harvester

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

APA (6th Edition):

Sundaresan, N. (2017). DESIGN & FABRICATION OF NON-LINEAR BISTABLE VIBRATION ELECTROMAGNETIC HARVESTERS. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/14501nbs5231

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):

Sundaresan, Niranjana. “DESIGN & FABRICATION OF NON-LINEAR BISTABLE VIBRATION ELECTROMAGNETIC HARVESTERS.” 2017. Thesis, Penn State University. Accessed October 30, 2020. https://submit-etda.libraries.psu.edu/catalog/14501nbs5231.

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

MLA Handbook (7th Edition):

Sundaresan, Niranjana. “DESIGN & FABRICATION OF NON-LINEAR BISTABLE VIBRATION ELECTROMAGNETIC HARVESTERS.” 2017. Web. 30 Oct 2020.

Vancouver:

Sundaresan N. DESIGN & FABRICATION OF NON-LINEAR BISTABLE VIBRATION ELECTROMAGNETIC HARVESTERS. [Internet] [Thesis]. Penn State University; 2017. [cited 2020 Oct 30]. Available from: https://submit-etda.libraries.psu.edu/catalog/14501nbs5231.

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

Council of Science Editors:

Sundaresan N. DESIGN & FABRICATION OF NON-LINEAR BISTABLE VIBRATION ELECTROMAGNETIC HARVESTERS. [Thesis]. Penn State University; 2017. Available from: https://submit-etda.libraries.psu.edu/catalog/14501nbs5231

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


Western Kentucky University

29. Alam, Md Shafiful. Iterative Methods to Solve Systems of Nonlinear Algebraic Equations.

Degree: MS, Department of Mathematics, 2018, Western Kentucky University

  Iterative methods have been a very important area of study in numerical analysis since the inception of computational science. Their use ranges from solving… (more)

Subjects/Keywords: Newton's method; Convergence; Minimization; Dynamical Systems; Non-linear Dynamics; Numerical Analysis and Computation

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

APA (6th Edition):

Alam, M. S. (2018). Iterative Methods to Solve Systems of Nonlinear Algebraic Equations. (Masters Thesis). Western Kentucky University. Retrieved from https://digitalcommons.wku.edu/theses/2305

Chicago Manual of Style (16th Edition):

Alam, Md Shafiful. “Iterative Methods to Solve Systems of Nonlinear Algebraic Equations.” 2018. Masters Thesis, Western Kentucky University. Accessed October 30, 2020. https://digitalcommons.wku.edu/theses/2305.

MLA Handbook (7th Edition):

Alam, Md Shafiful. “Iterative Methods to Solve Systems of Nonlinear Algebraic Equations.” 2018. Web. 30 Oct 2020.

Vancouver:

Alam MS. Iterative Methods to Solve Systems of Nonlinear Algebraic Equations. [Internet] [Masters thesis]. Western Kentucky University; 2018. [cited 2020 Oct 30]. Available from: https://digitalcommons.wku.edu/theses/2305.

Council of Science Editors:

Alam MS. Iterative Methods to Solve Systems of Nonlinear Algebraic Equations. [Masters Thesis]. Western Kentucky University; 2018. Available from: https://digitalcommons.wku.edu/theses/2305


University of Toronto

30. Lu, Zihang. Bayesian Growth Mixture Model for Clustering Longitudinal Data.

Degree: PhD, 2020, University of Toronto

 Studies of growth patterns of longitudinal characteristics are vitally important to improve our understanding of the development course of diseases. In these studies, it is… (more)

Subjects/Keywords: Bayesian Analysis; Clustering; Growth Mixture Model; Longitudinal data; Non-linear Growth Trajectory; Variable selection; 0566

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

APA (6th Edition):

Lu, Z. (2020). Bayesian Growth Mixture Model for Clustering Longitudinal Data. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/101158

Chicago Manual of Style (16th Edition):

Lu, Zihang. “Bayesian Growth Mixture Model for Clustering Longitudinal Data.” 2020. Doctoral Dissertation, University of Toronto. Accessed October 30, 2020. http://hdl.handle.net/1807/101158.

MLA Handbook (7th Edition):

Lu, Zihang. “Bayesian Growth Mixture Model for Clustering Longitudinal Data.” 2020. Web. 30 Oct 2020.

Vancouver:

Lu Z. Bayesian Growth Mixture Model for Clustering Longitudinal Data. [Internet] [Doctoral dissertation]. University of Toronto; 2020. [cited 2020 Oct 30]. Available from: http://hdl.handle.net/1807/101158.

Council of Science Editors:

Lu Z. Bayesian Growth Mixture Model for Clustering Longitudinal Data. [Doctoral Dissertation]. University of Toronto; 2020. Available from: http://hdl.handle.net/1807/101158

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