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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

URL: http://10.6.20.92/xmlui/handle/123456789/20826

► 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

Record Details Similar Records

❌

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

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

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

URL: http://hdl.handle.net/10724/35524"

► 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

Record Details Similar Records

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

APA (6^{th} 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"

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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".

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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".

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"

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

URL: http://www.theses.fr/2017ENAM0049

►

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

Record Details Similar Records

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

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

URL: http://hdl.handle.net/10413/14827

► 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.

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

Not specified: Masters Thesis or Doctoral Dissertation

Delft University of Technology

5.
Kok, Roy (author).
* Non*-

Degree: 2019, Delft University of Technology

URL: http://resolver.tudelft.nl/uuid:99b63eca-b355-4893-8768-d5096c3cef4b

►

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

Record Details Similar Records

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

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

URL: http://www.theses.fr/2014GRENS010

►

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

Record Details Similar Records

❌

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

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

URL: http://www.theses.fr/2014CERG0700

►

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

Record Details Similar Records

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

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

URL: http://dyuthi.cusat.ac.in/purl/2665

►

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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://resolver.tudelft.nl/uuid:c5b222e7-fb93-4c63-9796-251e56ef8ca0

► 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

Record Details Similar Records

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

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

URL: 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

► 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

Record Details Similar Records

❌

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

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

URL: http://resolver.tudelft.nl/uuid:6943c5a0-74cc-49d2-8cf9-6f7e6e66c57e

► 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

Record Details Similar Records

❌

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

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

URL: http://resolver.tudelft.nl/uuid:2afcede4-f818-4f5b-93e1-c2864ecafef3

►

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

Record Details Similar Records

❌

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

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

URL: http://resolver.tudelft.nl/uuid:491ae53b-fb10-47a5-897e-056a9cba63c3

► 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

Record Details Similar Records

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

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

URL: http://resolver.tudelft.nl/uuid:82c804f2-834d-4367-bad0-9c1b60279f34

►

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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: https://doi.org/10.17863/CAM.16224 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.559057

► 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

Record Details Similar Records

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

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

URL: http://hdl.handle.net/2429/33498

► 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.

Record Details Similar Records

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

URL: http://hdl.handle.net/2263/45957

► 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

Record Details Similar Records

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

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

URL: http://www.theses.fr/2015REN1S121

►

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

Record Details Similar Records

❌

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

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

URL: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149300

► 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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/2097/40559

► 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

Record Details Similar Records

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

URL: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-101246/ ;

►

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

Record Details Similar Records

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

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

URL: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4268 ;

►

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

Record Details Similar Records

❌

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

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

URL: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0810113-122853

► 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

Record Details Similar Records

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

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

URL: http://hdl.handle.net/10183/13430

►

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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/10183/103824

►

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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: http://hdl.handle.net/10889/8825

►

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

Record Details Similar Records

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

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

URL: http://hdl.handle.net/10889/5174

►

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

Record Details Similar Records

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

APA (6^{th} Edition):

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

Chicago Manual of Style (16^{th} 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 (7^{th} 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

URL: https://submit-etda.libraries.psu.edu/catalog/14501nbs5231

► 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

Record Details Similar Records

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

APA (6^{th} 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

Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16^{th} 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.

Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7^{th} 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.

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

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

URL: https://digitalcommons.wku.edu/theses/2305

► 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

Record Details Similar Records

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

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

URL: http://hdl.handle.net/1807/101158

► 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

Record Details Similar Records

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

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