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You searched for subject:(Non linear behavior). Showing records 1 – 30 of 63 total matches.

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University of Nairobi

1. Muriuki, Anthony K. Application of non linear models in the determination of the behaviour of interest rates in kenya .

Degree: 2012, University of Nairobi

 Empirical literature shows that stock returns could be non linear. However, studies on the non linear behavior of interest rates in developing economies are limited.… (more)

Subjects/Keywords: application; non linear models; determination; behaviour of interest; rates in kenya

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

APA (6th Edition):

Muriuki, A. K. (2012). Application of non linear models in the determination of the behaviour of interest rates in kenya . (Thesis). University of Nairobi. Retrieved from http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/12306

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):

Muriuki, Anthony K. “Application of non linear models in the determination of the behaviour of interest rates in kenya .” 2012. Thesis, University of Nairobi. Accessed November 15, 2019. http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/12306.

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

MLA Handbook (7th Edition):

Muriuki, Anthony K. “Application of non linear models in the determination of the behaviour of interest rates in kenya .” 2012. Web. 15 Nov 2019.

Vancouver:

Muriuki AK. Application of non linear models in the determination of the behaviour of interest rates in kenya . [Internet] [Thesis]. University of Nairobi; 2012. [cited 2019 Nov 15]. Available from: http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/12306.

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

Council of Science Editors:

Muriuki AK. Application of non linear models in the determination of the behaviour of interest rates in kenya . [Thesis]. University of Nairobi; 2012. Available from: http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/12306

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

2. 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 November 15, 2019. 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. 15 Nov 2019.

Vancouver:

Radhakrishnan PM. Speech Analysis using Modern Techniques of Nonlinear Dynamics. [Internet] [Thesis]. Cochin University of Science and Technology; 2009. [cited 2019 Nov 15]. 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


University of Illinois – Chicago

3. Fantetti, Alfredo. Calculation of the Forced Response of a Turbine Bladed Disk with Strip Dampers.

Degree: 2017, University of Illinois – Chicago

 Blades in turbines can be mounted in contact with adjacent blades at their platforms through small metal masses called strip dampers. During the blades vibration,… (more)

Subjects/Keywords: Strip Dampers; Non-Linear Response; Blade Dynamic Behavior

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APA (6th Edition):

Fantetti, A. (2017). Calculation of the Forced Response of a Turbine Bladed Disk with Strip Dampers. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22017

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):

Fantetti, Alfredo. “Calculation of the Forced Response of a Turbine Bladed Disk with Strip Dampers.” 2017. Thesis, University of Illinois – Chicago. Accessed November 15, 2019. http://hdl.handle.net/10027/22017.

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

MLA Handbook (7th Edition):

Fantetti, Alfredo. “Calculation of the Forced Response of a Turbine Bladed Disk with Strip Dampers.” 2017. Web. 15 Nov 2019.

Vancouver:

Fantetti A. Calculation of the Forced Response of a Turbine Bladed Disk with Strip Dampers. [Internet] [Thesis]. University of Illinois – Chicago; 2017. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10027/22017.

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

Council of Science Editors:

Fantetti A. Calculation of the Forced Response of a Turbine Bladed Disk with Strip Dampers. [Thesis]. University of Illinois – Chicago; 2017. Available from: http://hdl.handle.net/10027/22017

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

4. Γεωργαντζίνος, Στυλιανός. Πρόβλεψη συμπεριφοράς και αστοχιών νανοδομών με υπολογιστικές διαδικασίες.

Degree: 2010, University of Patras; Πανεπιστήμιο Πατρών

 The real progress in the last decade in nanotechnology, has been due to a series of advances in a variety of complementary areas, such as:… (more)

Subjects/Keywords: Νανοσωλήνες άνθρακα; Γραφένιο; Νανοσύνθετα; Πεπερασμένα στοιχεία; Ελαστική συμπεριφορά; Ταλαντώσεις; Μη γραμμική συμπεριφορά; Αστοχίες; Carbon nanotubes; Graphene; Nanocomposites; Finite element analysis; Elastic behavior; Vibrations; Non linear behavior; Non linear behavior; Failures

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APA (6th Edition):

Γεωργαντζίνος, . . (2010). Πρόβλεψη συμπεριφοράς και αστοχιών νανοδομών με υπολογιστικές διαδικασίες. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/25861

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):

Γεωργαντζίνος, Στυλιανός. “Πρόβλεψη συμπεριφοράς και αστοχιών νανοδομών με υπολογιστικές διαδικασίες.” 2010. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed November 15, 2019. http://hdl.handle.net/10442/hedi/25861.

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

MLA Handbook (7th Edition):

Γεωργαντζίνος, Στυλιανός. “Πρόβλεψη συμπεριφοράς και αστοχιών νανοδομών με υπολογιστικές διαδικασίες.” 2010. Web. 15 Nov 2019.

Vancouver:

Γεωργαντζίνος . Πρόβλεψη συμπεριφοράς και αστοχιών νανοδομών με υπολογιστικές διαδικασίες. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2010. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10442/hedi/25861.

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

Council of Science Editors:

Γεωργαντζίνος . Πρόβλεψη συμπεριφοράς και αστοχιών νανοδομών με υπολογιστικές διαδικασίες. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2010. Available from: http://hdl.handle.net/10442/hedi/25861

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


North-West University

5. Laubscher, Abraham Johannes. Simulation of the deformation of a stope support design / Abraham Johannes Laubscher .

Degree: 2014, North-West University

 Supported stope mining is one of the most common types of mining in the modern day gold mining industry. The excavated regions, where ore is… (more)

Subjects/Keywords: Stope support prop; Finite Element Analyses; Buckling; Impact loading; Non-linear Material Behaviour; Friction

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

APA (6th Edition):

Laubscher, A. J. (2014). Simulation of the deformation of a stope support design / Abraham Johannes Laubscher . (Thesis). North-West University. Retrieved from http://hdl.handle.net/10394/11736

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):

Laubscher, Abraham Johannes. “Simulation of the deformation of a stope support design / Abraham Johannes Laubscher .” 2014. Thesis, North-West University. Accessed November 15, 2019. http://hdl.handle.net/10394/11736.

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

MLA Handbook (7th Edition):

Laubscher, Abraham Johannes. “Simulation of the deformation of a stope support design / Abraham Johannes Laubscher .” 2014. Web. 15 Nov 2019.

Vancouver:

Laubscher AJ. Simulation of the deformation of a stope support design / Abraham Johannes Laubscher . [Internet] [Thesis]. North-West University; 2014. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10394/11736.

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

Council of Science Editors:

Laubscher AJ. Simulation of the deformation of a stope support design / Abraham Johannes Laubscher . [Thesis]. North-West University; 2014. Available from: http://hdl.handle.net/10394/11736

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


Université de Bordeaux I

6. Marcin, Lionel. Modélisation du comportement, de l'endommagement et de la rupture de matériaux composites à renforts tissés pour le dimensionnement robuste de structures : Reliability of bonded assemblies for space launchers.

Degree: Docteur es, Mécanique et Ingénierie, 2010, Université de Bordeaux I

De par leur bonne tenue à l’impact, les matériaux composites tissés sont de bons candidats pour la conception de pièces aéronautiques. Toutefois, le manque de… (more)

Subjects/Keywords: Composites tissés; Incertitude; Méthodes de régularisation; Comportement non linéaire; Uncertainty; Regularisation methods; Non linear behaviour; Woven composites

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

APA (6th Edition):

Marcin, L. (2010). Modélisation du comportement, de l'endommagement et de la rupture de matériaux composites à renforts tissés pour le dimensionnement robuste de structures : Reliability of bonded assemblies for space launchers. (Doctoral Dissertation). Université de Bordeaux I. Retrieved from http://www.theses.fr/2010BOR13994

Chicago Manual of Style (16th Edition):

Marcin, Lionel. “Modélisation du comportement, de l'endommagement et de la rupture de matériaux composites à renforts tissés pour le dimensionnement robuste de structures : Reliability of bonded assemblies for space launchers.” 2010. Doctoral Dissertation, Université de Bordeaux I. Accessed November 15, 2019. http://www.theses.fr/2010BOR13994.

MLA Handbook (7th Edition):

Marcin, Lionel. “Modélisation du comportement, de l'endommagement et de la rupture de matériaux composites à renforts tissés pour le dimensionnement robuste de structures : Reliability of bonded assemblies for space launchers.” 2010. Web. 15 Nov 2019.

Vancouver:

Marcin L. Modélisation du comportement, de l'endommagement et de la rupture de matériaux composites à renforts tissés pour le dimensionnement robuste de structures : Reliability of bonded assemblies for space launchers. [Internet] [Doctoral dissertation]. Université de Bordeaux I; 2010. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2010BOR13994.

Council of Science Editors:

Marcin L. Modélisation du comportement, de l'endommagement et de la rupture de matériaux composites à renforts tissés pour le dimensionnement robuste de structures : Reliability of bonded assemblies for space launchers. [Doctoral Dissertation]. Université de Bordeaux I; 2010. Available from: http://www.theses.fr/2010BOR13994


Delft University of Technology

7. Ter Mors, B.M. Vibration energy harvesting: optimal non-linear motion:.

Degree: 2015, Delft University of Technology

 An increased amount of work is done towards opti- mizing the mechanical design of vibrational energy harvesters in order to cope with varying ambient conditions.… (more)

Subjects/Keywords: energy; harvesting; vibration; motion; non-linear behaviour; optimal non-linearity; zero stiffness; stiffness tuning; balanced mechanism; operating conditions; broadband; low-frequency

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APA (6th Edition):

Ter Mors, B. M. (2015). Vibration energy harvesting: optimal non-linear motion:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:94adad4f-6044-488f-b06a-a4fdf084745a

Chicago Manual of Style (16th Edition):

Ter Mors, B M. “Vibration energy harvesting: optimal non-linear motion:.” 2015. Masters Thesis, Delft University of Technology. Accessed November 15, 2019. http://resolver.tudelft.nl/uuid:94adad4f-6044-488f-b06a-a4fdf084745a.

MLA Handbook (7th Edition):

Ter Mors, B M. “Vibration energy harvesting: optimal non-linear motion:.” 2015. Web. 15 Nov 2019.

Vancouver:

Ter Mors BM. Vibration energy harvesting: optimal non-linear motion:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Nov 15]. Available from: http://resolver.tudelft.nl/uuid:94adad4f-6044-488f-b06a-a4fdf084745a.

Council of Science Editors:

Ter Mors BM. Vibration energy harvesting: optimal non-linear motion:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:94adad4f-6044-488f-b06a-a4fdf084745a

8. Do, Duc Phi. Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites : Application of homogenization approaches to the study of the thermo-hydro-mechanical properties of rocks. Application to argilites.

Degree: Docteur es, Génie civil - hydrosystèmes - géotechnique, 2008, Lorraine INP

Le présent travail est consacré à l'étude du comportement thermo-hydro-mécanique linéaire et non linéaire des roches poreuses de type argilites par approche de changement d'échelle.… (more)

Subjects/Keywords: Argilites; Homogénéisation linéaire et non linéaire; Comportement élasto-viscoplastique; Comportement élasto-plastique; Milieu hétérogène; Comportement thermo-hydro-mécanique linéaire; Argilites; Linear and non linear homogenization; Elasto-viscoplastic behaviour; Heterogeneous medium; Linear thermo-hydro-mechanical behaviour; Elasto-plastic behaviour

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APA (6th Edition):

Do, D. P. (2008). Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites : Application of homogenization approaches to the study of the thermo-hydro-mechanical properties of rocks. Application to argilites. (Doctoral Dissertation). Lorraine INP. Retrieved from http://www.theses.fr/2008INPL091N

Chicago Manual of Style (16th Edition):

Do, Duc Phi. “Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites : Application of homogenization approaches to the study of the thermo-hydro-mechanical properties of rocks. Application to argilites.” 2008. Doctoral Dissertation, Lorraine INP. Accessed November 15, 2019. http://www.theses.fr/2008INPL091N.

MLA Handbook (7th Edition):

Do, Duc Phi. “Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites : Application of homogenization approaches to the study of the thermo-hydro-mechanical properties of rocks. Application to argilites.” 2008. Web. 15 Nov 2019.

Vancouver:

Do DP. Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites : Application of homogenization approaches to the study of the thermo-hydro-mechanical properties of rocks. Application to argilites. [Internet] [Doctoral dissertation]. Lorraine INP; 2008. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2008INPL091N.

Council of Science Editors:

Do DP. Application des approches d'homogénéisation à l'étude des propriétés thermo-hydro-mécaniques des roches. Application aux argilites : Application of homogenization approaches to the study of the thermo-hydro-mechanical properties of rocks. Application to argilites. [Doctoral Dissertation]. Lorraine INP; 2008. Available from: http://www.theses.fr/2008INPL091N


Universidade do Estado do Rio de Janeiro

9. 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 November 15, 2019. 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. 15 Nov 2019.

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 2019 Nov 15]. 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 ;


KTH

10. Shen, Jue. Quantization Effects Analysis on Phase Noise and Implementation of ALL Digital Phase Locked-Loop.

Degree: Information and Communication Technology (ICT), 2011, KTH

  With the advancement of CMOS process and fabrication, it has been a trend to maximize digital design while minimize analog correspondents in mixed-signal system… (more)

Subjects/Keywords: All Digital Phase-Locked Loop (ADPLL); Quantization Step; Non-linear quantization effect; Non-linear PLL noise model; Phase Noise; Matlab Modeling; Verilog Behavior Modeling.

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

APA (6th Edition):

Shen, J. (2011). Quantization Effects Analysis on Phase Noise and Implementation of ALL Digital Phase Locked-Loop. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37212

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):

Shen, Jue. “Quantization Effects Analysis on Phase Noise and Implementation of ALL Digital Phase Locked-Loop.” 2011. Thesis, KTH. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37212.

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

MLA Handbook (7th Edition):

Shen, Jue. “Quantization Effects Analysis on Phase Noise and Implementation of ALL Digital Phase Locked-Loop.” 2011. Web. 15 Nov 2019.

Vancouver:

Shen J. Quantization Effects Analysis on Phase Noise and Implementation of ALL Digital Phase Locked-Loop. [Internet] [Thesis]. KTH; 2011. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37212.

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

Council of Science Editors:

Shen J. Quantization Effects Analysis on Phase Noise and Implementation of ALL Digital Phase Locked-Loop. [Thesis]. KTH; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37212

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


EPFL

11. Paparo, Alessandro. Seismic Behaviour and Design of Mixed RC-URM Wall Structures.

Degree: 2015, EPFL

 In several countries of central Europe, many modern residential buildings are braced by reinforced concrete (RC) and unreinforced masonry (URM) walls coupled with RC slabs.… (more)

Subjects/Keywords: Modern mixed reinforced concrete-unreinforced masonry wall buildings; Large-scale testing; Seismic behaviour; Non-linear analyses; Displacement-based design

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APA (6th Edition):

Paparo, A. (2015). Seismic Behaviour and Design of Mixed RC-URM Wall Structures. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/206767

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):

Paparo, Alessandro. “Seismic Behaviour and Design of Mixed RC-URM Wall Structures.” 2015. Thesis, EPFL. Accessed November 15, 2019. http://infoscience.epfl.ch/record/206767.

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

MLA Handbook (7th Edition):

Paparo, Alessandro. “Seismic Behaviour and Design of Mixed RC-URM Wall Structures.” 2015. Web. 15 Nov 2019.

Vancouver:

Paparo A. Seismic Behaviour and Design of Mixed RC-URM Wall Structures. [Internet] [Thesis]. EPFL; 2015. [cited 2019 Nov 15]. Available from: http://infoscience.epfl.ch/record/206767.

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

Council of Science Editors:

Paparo A. Seismic Behaviour and Design of Mixed RC-URM Wall Structures. [Thesis]. EPFL; 2015. Available from: http://infoscience.epfl.ch/record/206767

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

12. Jmal, Hamdi. Identification du comportement quasi-statique et dynamique de la mousse de polyuérathane au travers de modèles de mémoire : Identification of the quasi-static and dynamic behaviour of polyurethane foams through memory models.

Degree: Docteur es, Mécanique, 2012, Mulhouse

La mousse de polyuréthane est un matériau cellulaire caractérisé par un spectre de propriétés mécaniques intéressant : une faible densité, une capacité à absorber l’énergie… (more)

Subjects/Keywords: Mousse de polyuréthane; Comportement quasi-statique; Comportement dynamique; Modèles de mémoire; Méthode d’identification; Comportement viscoélastique; Comportement élastique non linéaire; Polyurethane foam; Quasi-static behaviour; Dynamic behaviour; Memory models; Identification method; Viscoelastic behaviour; Non-linear elastic behaviour; 620.1

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APA (6th Edition):

Jmal, H. (2012). Identification du comportement quasi-statique et dynamique de la mousse de polyuérathane au travers de modèles de mémoire : Identification of the quasi-static and dynamic behaviour of polyurethane foams through memory models. (Doctoral Dissertation). Mulhouse. Retrieved from http://www.theses.fr/2012MULH4298

Chicago Manual of Style (16th Edition):

Jmal, Hamdi. “Identification du comportement quasi-statique et dynamique de la mousse de polyuérathane au travers de modèles de mémoire : Identification of the quasi-static and dynamic behaviour of polyurethane foams through memory models.” 2012. Doctoral Dissertation, Mulhouse. Accessed November 15, 2019. http://www.theses.fr/2012MULH4298.

MLA Handbook (7th Edition):

Jmal, Hamdi. “Identification du comportement quasi-statique et dynamique de la mousse de polyuérathane au travers de modèles de mémoire : Identification of the quasi-static and dynamic behaviour of polyurethane foams through memory models.” 2012. Web. 15 Nov 2019.

Vancouver:

Jmal H. Identification du comportement quasi-statique et dynamique de la mousse de polyuérathane au travers de modèles de mémoire : Identification of the quasi-static and dynamic behaviour of polyurethane foams through memory models. [Internet] [Doctoral dissertation]. Mulhouse; 2012. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2012MULH4298.

Council of Science Editors:

Jmal H. Identification du comportement quasi-statique et dynamique de la mousse de polyuérathane au travers de modèles de mémoire : Identification of the quasi-static and dynamic behaviour of polyurethane foams through memory models. [Doctoral Dissertation]. Mulhouse; 2012. Available from: http://www.theses.fr/2012MULH4298

13. Castres, Magali. Modélisation dynamique avancée des composites à matrice organique (CMO) pour l’étude de la vulnérabilité des structures aéronautiques : Advanced dynamic modelling of Organic Matrix Composites (OMC) to study the vulnerability of aeronautical structures.

Degree: Docteur es, Mécanique, 2018, Ecole centrale de Lille

Les matériaux composites à matrice organique sont largement utilisés dans l'industrie des transports et notamment dans le domaine aéronautique. Pour permettre un dimensionnement optimal des… (more)

Subjects/Keywords: Composite à matrice organique; Transition comportements linéaire et non linéaire; Comportement non linéaire; Influence vitesse; Influence température; Modèle thermo-visco-élastique endommageable; Organic matrix composite; Linear and non linear behavior transition; Nonlinear behavior; Strain rate dependency; Temperature dependency; Thermo-visco-elastic-damage model

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APA (6th Edition):

Castres, M. (2018). Modélisation dynamique avancée des composites à matrice organique (CMO) pour l’étude de la vulnérabilité des structures aéronautiques : Advanced dynamic modelling of Organic Matrix Composites (OMC) to study the vulnerability of aeronautical structures. (Doctoral Dissertation). Ecole centrale de Lille. Retrieved from http://www.theses.fr/2018ECLI0006

Chicago Manual of Style (16th Edition):

Castres, Magali. “Modélisation dynamique avancée des composites à matrice organique (CMO) pour l’étude de la vulnérabilité des structures aéronautiques : Advanced dynamic modelling of Organic Matrix Composites (OMC) to study the vulnerability of aeronautical structures.” 2018. Doctoral Dissertation, Ecole centrale de Lille. Accessed November 15, 2019. http://www.theses.fr/2018ECLI0006.

MLA Handbook (7th Edition):

Castres, Magali. “Modélisation dynamique avancée des composites à matrice organique (CMO) pour l’étude de la vulnérabilité des structures aéronautiques : Advanced dynamic modelling of Organic Matrix Composites (OMC) to study the vulnerability of aeronautical structures.” 2018. Web. 15 Nov 2019.

Vancouver:

Castres M. Modélisation dynamique avancée des composites à matrice organique (CMO) pour l’étude de la vulnérabilité des structures aéronautiques : Advanced dynamic modelling of Organic Matrix Composites (OMC) to study the vulnerability of aeronautical structures. [Internet] [Doctoral dissertation]. Ecole centrale de Lille; 2018. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2018ECLI0006.

Council of Science Editors:

Castres M. Modélisation dynamique avancée des composites à matrice organique (CMO) pour l’étude de la vulnérabilité des structures aéronautiques : Advanced dynamic modelling of Organic Matrix Composites (OMC) to study the vulnerability of aeronautical structures. [Doctoral Dissertation]. Ecole centrale de Lille; 2018. Available from: http://www.theses.fr/2018ECLI0006


Johannes Gutenberg Universität Mainz

14. Winter, David. Computer simulations of slowly relaxing systems in external fields.

Degree: 2012, Johannes Gutenberg Universität Mainz

Eine der offenen Fragen der aktuellen Physik ist das Verständnis von Systemen im Nichtgleichgewicht. Im Gegensatz zu der Gleichgewichtsphysik ist in diesem Bereich aktuell kein… (more)

Subjects/Keywords: mikrorheologie; superdiffusives Verhalten; nicht-lineares Antwortverhalten; anisotropes finite-size scaling; microrheology; superdiffusive behavior; non-linear response; anisotropic finite-size scaling; Physics

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APA (6th Edition):

Winter, D. (2012). Computer simulations of slowly relaxing systems in external fields. (Doctoral Dissertation). Johannes Gutenberg Universität Mainz. Retrieved from http://ubm.opus.hbz-nrw.de/volltexte/2012/3285/

Chicago Manual of Style (16th Edition):

Winter, David. “Computer simulations of slowly relaxing systems in external fields.” 2012. Doctoral Dissertation, Johannes Gutenberg Universität Mainz. Accessed November 15, 2019. http://ubm.opus.hbz-nrw.de/volltexte/2012/3285/.

MLA Handbook (7th Edition):

Winter, David. “Computer simulations of slowly relaxing systems in external fields.” 2012. Web. 15 Nov 2019.

Vancouver:

Winter D. Computer simulations of slowly relaxing systems in external fields. [Internet] [Doctoral dissertation]. Johannes Gutenberg Universität Mainz; 2012. [cited 2019 Nov 15]. Available from: http://ubm.opus.hbz-nrw.de/volltexte/2012/3285/.

Council of Science Editors:

Winter D. Computer simulations of slowly relaxing systems in external fields. [Doctoral Dissertation]. Johannes Gutenberg Universität Mainz; 2012. Available from: http://ubm.opus.hbz-nrw.de/volltexte/2012/3285/

15. Remache, Djamel. Contribution à l'étude expérimentale et numérique du comportement hyperélastique et anisotrope de la peau humaine : Contribution to the experimental and numerical study of rhe anisotropic hyperelastic behavior of the human skin.

Degree: Docteur es, Mécanique, 2013, Besançon

D’un point de vue mécanique, la peau est une structure multicouche complexeayant des propriétés viscoélastique, non-linéaire, quasi-incompressible, anisotrope eten état de précontrainte. Le travail présenté… (more)

Subjects/Keywords: Peau humaine; Viscoélasticié; Human skin; Non linear elasticity; Anidotropic hyperlastic behavior; Pre-stress; VY-advancement; Finite element method; 531

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APA (6th Edition):

Remache, D. (2013). Contribution à l'étude expérimentale et numérique du comportement hyperélastique et anisotrope de la peau humaine : Contribution to the experimental and numerical study of rhe anisotropic hyperelastic behavior of the human skin. (Doctoral Dissertation). Besançon. Retrieved from http://www.theses.fr/2013BESA2017

Chicago Manual of Style (16th Edition):

Remache, Djamel. “Contribution à l'étude expérimentale et numérique du comportement hyperélastique et anisotrope de la peau humaine : Contribution to the experimental and numerical study of rhe anisotropic hyperelastic behavior of the human skin.” 2013. Doctoral Dissertation, Besançon. Accessed November 15, 2019. http://www.theses.fr/2013BESA2017.

MLA Handbook (7th Edition):

Remache, Djamel. “Contribution à l'étude expérimentale et numérique du comportement hyperélastique et anisotrope de la peau humaine : Contribution to the experimental and numerical study of rhe anisotropic hyperelastic behavior of the human skin.” 2013. Web. 15 Nov 2019.

Vancouver:

Remache D. Contribution à l'étude expérimentale et numérique du comportement hyperélastique et anisotrope de la peau humaine : Contribution to the experimental and numerical study of rhe anisotropic hyperelastic behavior of the human skin. [Internet] [Doctoral dissertation]. Besançon; 2013. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2013BESA2017.

Council of Science Editors:

Remache D. Contribution à l'étude expérimentale et numérique du comportement hyperélastique et anisotrope de la peau humaine : Contribution to the experimental and numerical study of rhe anisotropic hyperelastic behavior of the human skin. [Doctoral Dissertation]. Besançon; 2013. Available from: http://www.theses.fr/2013BESA2017

16. Seguret, Axel. Mouvements collectifs et structure sociale chez le zebrafish en environnement fragmenté. : Collective movements and social structure of the zebrafish in a fragmented environment.

Degree: Docteur es, Biologie. Ethologie, 2017, Sorbonne Paris Cité

 La prise de décision collective est un des mécanismes usités par les espèces sociales lors d’événements de collectes de nourriture, d’optimisation de chemins, de mouvements… (more)

Subjects/Keywords: Auto-organisation; Dynamique non-linéaire; Leadership; Zebrafish; Comportement collectif; Prise de décision; Environnement fragmenté; Self-organisation; Non-linear dynamics; Leadership; Zebrafish; Collective behaviour; Decision making; Fragmented environment

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APA (6th Edition):

Seguret, A. (2017). Mouvements collectifs et structure sociale chez le zebrafish en environnement fragmenté. : Collective movements and social structure of the zebrafish in a fragmented environment. (Doctoral Dissertation). Sorbonne Paris Cité. Retrieved from http://www.theses.fr/2017USPCC168

Chicago Manual of Style (16th Edition):

Seguret, Axel. “Mouvements collectifs et structure sociale chez le zebrafish en environnement fragmenté. : Collective movements and social structure of the zebrafish in a fragmented environment.” 2017. Doctoral Dissertation, Sorbonne Paris Cité. Accessed November 15, 2019. http://www.theses.fr/2017USPCC168.

MLA Handbook (7th Edition):

Seguret, Axel. “Mouvements collectifs et structure sociale chez le zebrafish en environnement fragmenté. : Collective movements and social structure of the zebrafish in a fragmented environment.” 2017. Web. 15 Nov 2019.

Vancouver:

Seguret A. Mouvements collectifs et structure sociale chez le zebrafish en environnement fragmenté. : Collective movements and social structure of the zebrafish in a fragmented environment. [Internet] [Doctoral dissertation]. Sorbonne Paris Cité; 2017. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2017USPCC168.

Council of Science Editors:

Seguret A. Mouvements collectifs et structure sociale chez le zebrafish en environnement fragmenté. : Collective movements and social structure of the zebrafish in a fragmented environment. [Doctoral Dissertation]. Sorbonne Paris Cité; 2017. Available from: http://www.theses.fr/2017USPCC168

17. Çami, Kastriot. Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains.

Degree: Docteur es, Géotechnique, 2017, Université Paris-Est

Les projets géotechniques deviennent de plus en plus complexes et il s’avère alors nécessaire de caractériser de manière complète le comportement du sol dans les… (more)

Subjects/Keywords: Géotechnique; Géophysique; Ondes de surface; Module de cisaillement; Déformations; Comportement non linéaire des sols; Geotechnics; Geophysics; Surface waves; Soil shear modulus; Strains; Non linear soil behaviour

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APA (6th Edition):

Çami, K. (2017). Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2017PESC1216

Chicago Manual of Style (16th Edition):

Çami, Kastriot. “Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains.” 2017. Doctoral Dissertation, Université Paris-Est. Accessed November 15, 2019. http://www.theses.fr/2017PESC1216.

MLA Handbook (7th Edition):

Çami, Kastriot. “Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains.” 2017. Web. 15 Nov 2019.

Vancouver:

Çami K. Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains. [Internet] [Doctoral dissertation]. Université Paris-Est; 2017. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2017PESC1216.

Council of Science Editors:

Çami K. Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains. [Doctoral Dissertation]. Université Paris-Est; 2017. Available from: http://www.theses.fr/2017PESC1216

18. Mbodj, Coumba. Rôle des paramètres matériaux et structuraux dans l’homogénéisation numérique des composites C/C. Cas des sollicitations tribologiques de freinage : Role of parameters materials and structural in the numerical homogenization of C/C composites. Case of tribological soli citations of braking.

Degree: Docteur es, Génie mécanique, 2011, INSA Lyon

Afin de comprendre les mécanismes d’usure et de frottement des composites carbone/carbone (C/C) utilisés en freinage aéronautique, un modèle numérique est utilisé pour dissocier les… (more)

Subjects/Keywords: Composite carbone-carbone; Tribologie; Freinage; Modèle numérique; Dynamique non linéaire; Frottement; Elément fini; Homogénéisation; Carbon-carbon composite; Tribology; Braking; Numerical model; Non linear behaviour; Friction; Finite element; Homogenization; 620.143 072

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APA (6th Edition):

Mbodj, C. (2011). Rôle des paramètres matériaux et structuraux dans l’homogénéisation numérique des composites C/C. Cas des sollicitations tribologiques de freinage : Role of parameters materials and structural in the numerical homogenization of C/C composites. Case of tribological soli citations of braking. (Doctoral Dissertation). INSA Lyon. Retrieved from http://www.theses.fr/2011ISAL0028

Chicago Manual of Style (16th Edition):

Mbodj, Coumba. “Rôle des paramètres matériaux et structuraux dans l’homogénéisation numérique des composites C/C. Cas des sollicitations tribologiques de freinage : Role of parameters materials and structural in the numerical homogenization of C/C composites. Case of tribological soli citations of braking.” 2011. Doctoral Dissertation, INSA Lyon. Accessed November 15, 2019. http://www.theses.fr/2011ISAL0028.

MLA Handbook (7th Edition):

Mbodj, Coumba. “Rôle des paramètres matériaux et structuraux dans l’homogénéisation numérique des composites C/C. Cas des sollicitations tribologiques de freinage : Role of parameters materials and structural in the numerical homogenization of C/C composites. Case of tribological soli citations of braking.” 2011. Web. 15 Nov 2019.

Vancouver:

Mbodj C. Rôle des paramètres matériaux et structuraux dans l’homogénéisation numérique des composites C/C. Cas des sollicitations tribologiques de freinage : Role of parameters materials and structural in the numerical homogenization of C/C composites. Case of tribological soli citations of braking. [Internet] [Doctoral dissertation]. INSA Lyon; 2011. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2011ISAL0028.

Council of Science Editors:

Mbodj C. Rôle des paramètres matériaux et structuraux dans l’homogénéisation numérique des composites C/C. Cas des sollicitations tribologiques de freinage : Role of parameters materials and structural in the numerical homogenization of C/C composites. Case of tribological soli citations of braking. [Doctoral Dissertation]. INSA Lyon; 2011. Available from: http://www.theses.fr/2011ISAL0028

19. Tephany, Christophe. Analyse de la formabilité de renforts composites à base de fibres naturelles : Forming analysis of composite reinforcements using natural fibers.

Degree: Docteur es, Génie mécanique, 2014, Université d'Orléans

Cette thèse s’intéresse à la déformabilité des renforts à bases de fibres de lin lors de leur mise en forme, au cours du procédé RTM… (more)

Subjects/Keywords: Lin; Procédé RTM,; Défauts; Déformations de mèches; Conception; Interférométrie; Eléments finis; Comportement non-linéaire; Flax; RTM process; Defects; Tow strains; Design; Interferometry; Finite elements,; Non-linear behaviour; 620.118

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APA (6th Edition):

Tephany, C. (2014). Analyse de la formabilité de renforts composites à base de fibres naturelles : Forming analysis of composite reinforcements using natural fibers. (Doctoral Dissertation). Université d'Orléans. Retrieved from http://www.theses.fr/2014ORLE2051

Chicago Manual of Style (16th Edition):

Tephany, Christophe. “Analyse de la formabilité de renforts composites à base de fibres naturelles : Forming analysis of composite reinforcements using natural fibers.” 2014. Doctoral Dissertation, Université d'Orléans. Accessed November 15, 2019. http://www.theses.fr/2014ORLE2051.

MLA Handbook (7th Edition):

Tephany, Christophe. “Analyse de la formabilité de renforts composites à base de fibres naturelles : Forming analysis of composite reinforcements using natural fibers.” 2014. Web. 15 Nov 2019.

Vancouver:

Tephany C. Analyse de la formabilité de renforts composites à base de fibres naturelles : Forming analysis of composite reinforcements using natural fibers. [Internet] [Doctoral dissertation]. Université d'Orléans; 2014. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2014ORLE2051.

Council of Science Editors:

Tephany C. Analyse de la formabilité de renforts composites à base de fibres naturelles : Forming analysis of composite reinforcements using natural fibers. [Doctoral Dissertation]. Université d'Orléans; 2014. Available from: http://www.theses.fr/2014ORLE2051

20. Truong, Ba Tam. Formulation, performances mécaniques, et applications, d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique : Formulation, mechanical performance, and applications of the TRC material for the strengthening and repair concrete structure / and reinforced concrete structure : Experimental and numerical approaches.

Degree: Docteur es, Génie civil, 2016, Lyon

Les présents travaux, à caractère expérimental et numérique, visent à approfondir la connaissance du comportement de structures en béton armé renforcées/réparées par matériau composite à… (more)

Subjects/Keywords: Béton renforcé textile; Renforcement; Réparation; Fissuration; Comportement mécanique; Comportement du matériau; Comportement non linéaire; Modélisation; Méthode des éléments finis; Textile reinforced concrete; Reinforcement; Repairing; Cracking; Mechanical behaviour; Material behaviour; Non linear behaviour; Modelling; Finite element method; 620.135 072

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APA (6th Edition):

Truong, B. T. (2016). Formulation, performances mécaniques, et applications, d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique : Formulation, mechanical performance, and applications of the TRC material for the strengthening and repair concrete structure / and reinforced concrete structure : Experimental and numerical approaches. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2016LYSEI076

Chicago Manual of Style (16th Edition):

Truong, Ba Tam. “Formulation, performances mécaniques, et applications, d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique : Formulation, mechanical performance, and applications of the TRC material for the strengthening and repair concrete structure / and reinforced concrete structure : Experimental and numerical approaches.” 2016. Doctoral Dissertation, Lyon. Accessed November 15, 2019. http://www.theses.fr/2016LYSEI076.

MLA Handbook (7th Edition):

Truong, Ba Tam. “Formulation, performances mécaniques, et applications, d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique : Formulation, mechanical performance, and applications of the TRC material for the strengthening and repair concrete structure / and reinforced concrete structure : Experimental and numerical approaches.” 2016. Web. 15 Nov 2019.

Vancouver:

Truong BT. Formulation, performances mécaniques, et applications, d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique : Formulation, mechanical performance, and applications of the TRC material for the strengthening and repair concrete structure / and reinforced concrete structure : Experimental and numerical approaches. [Internet] [Doctoral dissertation]. Lyon; 2016. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2016LYSEI076.

Council of Science Editors:

Truong BT. Formulation, performances mécaniques, et applications, d’un matériau TRC pour le renforcement et la réparation de structures en béton/et béton armé : Approches expérimentale et numérique : Formulation, mechanical performance, and applications of the TRC material for the strengthening and repair concrete structure / and reinforced concrete structure : Experimental and numerical approaches. [Doctoral Dissertation]. Lyon; 2016. Available from: http://www.theses.fr/2016LYSEI076

21. Vargas, Luis Arturo Butron. Comportamento estrutural de pontes estaiadas: efeitos de segunda ordem.

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

A evolução das pontes estaiadas modernas mostra a procura da engenharia de pontes por sistemas estruturais cada vez mais leves e esbeltos. No intuito de… (more)

Subjects/Keywords: Análise não linear de estruturas; Cable-stayed bridges (structural behavior); Estruturas de concreto armado; Non linear structural analysis; Pontes estaiadas (comportamento estrutural); Reinforced concrete structures

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APA (6th Edition):

Vargas, L. A. B. (2007). Comportamento estrutural de pontes estaiadas: efeitos de segunda ordem. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-165359/ ;

Chicago Manual of Style (16th Edition):

Vargas, Luis Arturo Butron. “Comportamento estrutural de pontes estaiadas: efeitos de segunda ordem.” 2007. Masters Thesis, University of São Paulo. Accessed November 15, 2019. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-165359/ ;.

MLA Handbook (7th Edition):

Vargas, Luis Arturo Butron. “Comportamento estrutural de pontes estaiadas: efeitos de segunda ordem.” 2007. Web. 15 Nov 2019.

Vancouver:

Vargas LAB. Comportamento estrutural de pontes estaiadas: efeitos de segunda ordem. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2019 Nov 15]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-165359/ ;.

Council of Science Editors:

Vargas LAB. Comportamento estrutural de pontes estaiadas: efeitos de segunda ordem. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-09012008-165359/ ;


Universidade do Estado do Rio de Janeiro

22. Vinícius Calazans Morais. Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento.

Degree: Master, 2014, Universidade do Estado do Rio de Janeiro

Avanços tecnológicos no ramo das ciências dos materiais e de processos construtivos, combinado a um cenário econômico favorável, têm levado a um crescimento substancial na… (more)

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

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APA (6th Edition):

Morais, V. C. (2014). Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7861 ;

Chicago Manual of Style (16th Edition):

Morais, Vinícius Calazans. “Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento.” 2014. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed November 15, 2019. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7861 ;.

MLA Handbook (7th Edition):

Morais, Vinícius Calazans. “Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento.” 2014. Web. 15 Nov 2019.

Vancouver:

Morais VC. Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2014. [cited 2019 Nov 15]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7861 ;.

Council of Science Editors:

Morais VC. Análise dinâmica não determinística de edifícios mistos (aço-concreto) submetidos à ação de cargas de vento. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2014. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7861 ;

23. Ghazal, Rima. Modélisation de la stabilité des blocs rocheux isolés sur la paroi des excavations souterraines avec prise en compte des contraintes initiales et du comportement non linéaire des joints : Stability modeling of isolated rock blocks at the surface of underground excavations taking into account initial stresses and non-linear joint behavior.

Degree: Docteur es, Techniques et économie de l'exploitation du sous-sol, 2013, Paris, ENMP

L'instabilité des blocs situés à la surface des excavations souterraines est un problème courant dans les milieux rocheux fracturés. Comme les méthodes exactes prenant en… (more)

Subjects/Keywords: Blocs isolés; Excavation souterraine; Roche rigide; Contraintes initiales; Joints; Comportement non linéaire; Isolated blocks; Underground excavation; Rigid rock; Initial stresses; Joints; Non-linear behavior

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

APA (6th Edition):

Ghazal, R. (2013). Modélisation de la stabilité des blocs rocheux isolés sur la paroi des excavations souterraines avec prise en compte des contraintes initiales et du comportement non linéaire des joints : Stability modeling of isolated rock blocks at the surface of underground excavations taking into account initial stresses and non-linear joint behavior. (Doctoral Dissertation). Paris, ENMP. Retrieved from http://www.theses.fr/2013ENMP0007

Chicago Manual of Style (16th Edition):

Ghazal, Rima. “Modélisation de la stabilité des blocs rocheux isolés sur la paroi des excavations souterraines avec prise en compte des contraintes initiales et du comportement non linéaire des joints : Stability modeling of isolated rock blocks at the surface of underground excavations taking into account initial stresses and non-linear joint behavior.” 2013. Doctoral Dissertation, Paris, ENMP. Accessed November 15, 2019. http://www.theses.fr/2013ENMP0007.

MLA Handbook (7th Edition):

Ghazal, Rima. “Modélisation de la stabilité des blocs rocheux isolés sur la paroi des excavations souterraines avec prise en compte des contraintes initiales et du comportement non linéaire des joints : Stability modeling of isolated rock blocks at the surface of underground excavations taking into account initial stresses and non-linear joint behavior.” 2013. Web. 15 Nov 2019.

Vancouver:

Ghazal R. Modélisation de la stabilité des blocs rocheux isolés sur la paroi des excavations souterraines avec prise en compte des contraintes initiales et du comportement non linéaire des joints : Stability modeling of isolated rock blocks at the surface of underground excavations taking into account initial stresses and non-linear joint behavior. [Internet] [Doctoral dissertation]. Paris, ENMP; 2013. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2013ENMP0007.

Council of Science Editors:

Ghazal R. Modélisation de la stabilité des blocs rocheux isolés sur la paroi des excavations souterraines avec prise en compte des contraintes initiales et du comportement non linéaire des joints : Stability modeling of isolated rock blocks at the surface of underground excavations taking into account initial stresses and non-linear joint behavior. [Doctoral Dissertation]. Paris, ENMP; 2013. Available from: http://www.theses.fr/2013ENMP0007

24. Saez Robert, Esteban. Interaction dynamique non-linéaire sol-structure : Dynamic nonlinear soil-structure interaction.

Degree: Docteur es, modélisation numérique, dynamique des sols, 2009, Châtenay-Malabry, Ecole centrale de Paris

 L’interaction dynamique entre le sol et les structures (IDSS) a fait l’objet de nombreuses études sous l’hypothèse de l’élasticité linéaire, bien que les effets de… (more)

Subjects/Keywords: interaction dynamique sol-structure; comportement non-linéaire; éléments finis; demande en ductilité; endommagement; dynamic soil-structure interaction; non-linear behavior; coupled formulation; structural damage; seismic vulnerability

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

APA (6th Edition):

Saez Robert, E. (2009). Interaction dynamique non-linéaire sol-structure : Dynamic nonlinear soil-structure interaction. (Doctoral Dissertation). Châtenay-Malabry, Ecole centrale de Paris. Retrieved from http://www.theses.fr/2009ECAP0012

Chicago Manual of Style (16th Edition):

Saez Robert, Esteban. “Interaction dynamique non-linéaire sol-structure : Dynamic nonlinear soil-structure interaction.” 2009. Doctoral Dissertation, Châtenay-Malabry, Ecole centrale de Paris. Accessed November 15, 2019. http://www.theses.fr/2009ECAP0012.

MLA Handbook (7th Edition):

Saez Robert, Esteban. “Interaction dynamique non-linéaire sol-structure : Dynamic nonlinear soil-structure interaction.” 2009. Web. 15 Nov 2019.

Vancouver:

Saez Robert E. Interaction dynamique non-linéaire sol-structure : Dynamic nonlinear soil-structure interaction. [Internet] [Doctoral dissertation]. Châtenay-Malabry, Ecole centrale de Paris; 2009. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2009ECAP0012.

Council of Science Editors:

Saez Robert E. Interaction dynamique non-linéaire sol-structure : Dynamic nonlinear soil-structure interaction. [Doctoral Dissertation]. Châtenay-Malabry, Ecole centrale de Paris; 2009. Available from: http://www.theses.fr/2009ECAP0012

25. Makhlouf, Heba. Essais virtuels pour l'industrie du meuble : Virtual tests for the furniture industry.

Degree: Docteur es, Mécanique, 2015, Université Paris-Est

Le travail s’inscrit dans le cadre d’une collaboration entre le Pôle Ameublement FCBA et le Laboratoire MSME de l’UPEM. L’objectif était de mettre au point… (more)

Subjects/Keywords: Eléments finis; Assemblage multi-Matériaux; Modélisation multi-Échelle; Modélisation probabiliste; Comportements non linéaires; Cao; Fem; Multi-Material assemblies; Multi-Scale modeling; Probabilistic modeling; Non-Linear behavior; Cad

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

APA (6th Edition):

Makhlouf, H. (2015). Essais virtuels pour l'industrie du meuble : Virtual tests for the furniture industry. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2015PESC1164

Chicago Manual of Style (16th Edition):

Makhlouf, Heba. “Essais virtuels pour l'industrie du meuble : Virtual tests for the furniture industry.” 2015. Doctoral Dissertation, Université Paris-Est. Accessed November 15, 2019. http://www.theses.fr/2015PESC1164.

MLA Handbook (7th Edition):

Makhlouf, Heba. “Essais virtuels pour l'industrie du meuble : Virtual tests for the furniture industry.” 2015. Web. 15 Nov 2019.

Vancouver:

Makhlouf H. Essais virtuels pour l'industrie du meuble : Virtual tests for the furniture industry. [Internet] [Doctoral dissertation]. Université Paris-Est; 2015. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2015PESC1164.

Council of Science Editors:

Makhlouf H. Essais virtuels pour l'industrie du meuble : Virtual tests for the furniture industry. [Doctoral Dissertation]. Université Paris-Est; 2015. Available from: http://www.theses.fr/2015PESC1164

26. Marchand, Basile. Assimilation de données et recalage rapide de modèles mécaniques complexes : Data assimilation and fast model-updating of complex mechanicalmodels.

Degree: Docteur es, Mécanique des solides, 2017, Paris Saclay

Depuis plusieurs années, les évolutions considérables survenues au niveau des moyens de calcul à disposition ont entraîné de nouvelles pratiques de simulation des structures mécaniques.… (more)

Subjects/Keywords: Problème inverse; Réduction de modèle; Erreur en relation de comportement; Assimilation de données; Comportement non-Linéaire; Inverse problem; Model reduction; Constitutive relation error; Data assimilation; Non-Linear behavior

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

APA (6th Edition):

Marchand, B. (2017). Assimilation de données et recalage rapide de modèles mécaniques complexes : Data assimilation and fast model-updating of complex mechanicalmodels. (Doctoral Dissertation). Paris Saclay. Retrieved from http://www.theses.fr/2017SACLN053

Chicago Manual of Style (16th Edition):

Marchand, Basile. “Assimilation de données et recalage rapide de modèles mécaniques complexes : Data assimilation and fast model-updating of complex mechanicalmodels.” 2017. Doctoral Dissertation, Paris Saclay. Accessed November 15, 2019. http://www.theses.fr/2017SACLN053.

MLA Handbook (7th Edition):

Marchand, Basile. “Assimilation de données et recalage rapide de modèles mécaniques complexes : Data assimilation and fast model-updating of complex mechanicalmodels.” 2017. Web. 15 Nov 2019.

Vancouver:

Marchand B. Assimilation de données et recalage rapide de modèles mécaniques complexes : Data assimilation and fast model-updating of complex mechanicalmodels. [Internet] [Doctoral dissertation]. Paris Saclay; 2017. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2017SACLN053.

Council of Science Editors:

Marchand B. Assimilation de données et recalage rapide de modèles mécaniques complexes : Data assimilation and fast model-updating of complex mechanicalmodels. [Doctoral Dissertation]. Paris Saclay; 2017. Available from: http://www.theses.fr/2017SACLN053

27. Singh, Manoj Kumar. Characterization of stress-deformation behaviour of municipal solid waste.

Degree: 2008, University of Saskatchewan

 Several catastrophic failures have occurred during the past two decades, both in engineered as well as non-engineered landfills. In addition, there are numerous instances of… (more)

Subjects/Keywords: Landfill; Stability; Characterization; Non-linear behaviour; Design Chart; Deformation; MSW

behaviour of waste is also discussed. Chapter 4 describes a non-linear elastic constitutive model… …137 6.3 Non-linear elastic hyperbolic (NLEH) model… …strain curves using a non-linear hyperbolic model to obtain deviatoric stress at failure for… …124 Figure 6-1 Stress-strain curve for the non-linear elastic hyperbolic (NLEH)… …itself. The design chart incorporates non-linear variations in unit weight and Young’s modulus… 

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APA (6th Edition):

Singh, M. K. (2008). Characterization of stress-deformation behaviour of municipal solid waste. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-08052008-120327

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):

Singh, Manoj Kumar. “Characterization of stress-deformation behaviour of municipal solid waste.” 2008. Thesis, University of Saskatchewan. Accessed November 15, 2019. http://hdl.handle.net/10388/etd-08052008-120327.

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

MLA Handbook (7th Edition):

Singh, Manoj Kumar. “Characterization of stress-deformation behaviour of municipal solid waste.” 2008. Web. 15 Nov 2019.

Vancouver:

Singh MK. Characterization of stress-deformation behaviour of municipal solid waste. [Internet] [Thesis]. University of Saskatchewan; 2008. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10388/etd-08052008-120327.

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

Council of Science Editors:

Singh MK. Characterization of stress-deformation behaviour of municipal solid waste. [Thesis]. University of Saskatchewan; 2008. Available from: http://hdl.handle.net/10388/etd-08052008-120327

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

28. KHORSANDI, AMIR. Structural Behaviour of Steel Fibre Concrete Floors .

Degree: Chalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE), 2019, Chalmers University of Technology

 Concrete as a heterogeneous material is a suitable choice for resisting high compressive stresses, whereas it exhibits a low resistance toward tensile stresses as well… (more)

Subjects/Keywords: Steel fibre reinforced concrete (SFRC),; Non-linear finite element analysis,; DIANA; Arching action phenomenon,; Inverse analysis,; Post-cracking behaviour of SFRC,; Frictional contact zone,; Crack pattern

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

APA (6th Edition):

KHORSANDI, A. (2019). Structural Behaviour of Steel Fibre Concrete Floors . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/300183

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):

KHORSANDI, AMIR. “Structural Behaviour of Steel Fibre Concrete Floors .” 2019. Thesis, Chalmers University of Technology. Accessed November 15, 2019. http://hdl.handle.net/20.500.12380/300183.

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

MLA Handbook (7th Edition):

KHORSANDI, AMIR. “Structural Behaviour of Steel Fibre Concrete Floors .” 2019. Web. 15 Nov 2019.

Vancouver:

KHORSANDI A. Structural Behaviour of Steel Fibre Concrete Floors . [Internet] [Thesis]. Chalmers University of Technology; 2019. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/20.500.12380/300183.

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

Council of Science Editors:

KHORSANDI A. Structural Behaviour of Steel Fibre Concrete Floors . [Thesis]. Chalmers University of Technology; 2019. Available from: http://hdl.handle.net/20.500.12380/300183

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

29. Fazio, Francesco. Metodi di analisi non lineare di strutture in calcestruzzo armato. Modellazione del fenomeno dell aderenza - scorrimento fra acciaio e calcestruzzo.

Degree: 2013, Università degli Studi di Catania

 La risposta non lineare di un sistema strutturale, simulata mediante l uso di modelli continui standard con ipotesi di materiali omogenei, trova il suo stato… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; Finite element model, Reinforced concrete beams, Steel- concrete interaction, Bond-slip analysis, Fracture in concrete, Discrete cracks, Non-linear behavior.

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

APA (6th Edition):

Fazio, F. (2013). Metodi di analisi non lineare di strutture in calcestruzzo armato. Modellazione del fenomeno dell aderenza - scorrimento fra acciaio e calcestruzzo. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/1411

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):

Fazio, Francesco. “Metodi di analisi non lineare di strutture in calcestruzzo armato. Modellazione del fenomeno dell aderenza - scorrimento fra acciaio e calcestruzzo.” 2013. Thesis, Università degli Studi di Catania. Accessed November 15, 2019. http://hdl.handle.net/10761/1411.

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

MLA Handbook (7th Edition):

Fazio, Francesco. “Metodi di analisi non lineare di strutture in calcestruzzo armato. Modellazione del fenomeno dell aderenza - scorrimento fra acciaio e calcestruzzo.” 2013. Web. 15 Nov 2019.

Vancouver:

Fazio F. Metodi di analisi non lineare di strutture in calcestruzzo armato. Modellazione del fenomeno dell aderenza - scorrimento fra acciaio e calcestruzzo. [Internet] [Thesis]. Università degli Studi di Catania; 2013. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10761/1411.

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

Council of Science Editors:

Fazio F. Metodi di analisi non lineare di strutture in calcestruzzo armato. Modellazione del fenomeno dell aderenza - scorrimento fra acciaio e calcestruzzo. [Thesis]. Università degli Studi di Catania; 2013. Available from: http://hdl.handle.net/10761/1411

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


University of Central Florida

30. Huayamave, Victor. Biomechanics of Developmental Dysplasia of the Hip - An engineering study of closed reduction utilizing the Pavlik harness for a range of subtle to severe dislocations in infants.

Degree: 2015, University of Central Florida

 Developmental Dysplasia of the Hip (DDH) is an abnormal condition where hip joint dislocation, misalignment, or instability is present in infants. Rates of incidence of… (more)

Subjects/Keywords: Developmental dysplasia of the hip; hip dysplasia; pavlik harness; passive muscle behavior; non linear muscle model; hill muscle model; rigid body dynamics; Engineering; Mechanical Engineering

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

APA (6th Edition):

Huayamave, V. (2015). Biomechanics of Developmental Dysplasia of the Hip - An engineering study of closed reduction utilizing the Pavlik harness for a range of subtle to severe dislocations in infants. (Doctoral Dissertation). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/1137

Chicago Manual of Style (16th Edition):

Huayamave, Victor. “Biomechanics of Developmental Dysplasia of the Hip - An engineering study of closed reduction utilizing the Pavlik harness for a range of subtle to severe dislocations in infants.” 2015. Doctoral Dissertation, University of Central Florida. Accessed November 15, 2019. https://stars.library.ucf.edu/etd/1137.

MLA Handbook (7th Edition):

Huayamave, Victor. “Biomechanics of Developmental Dysplasia of the Hip - An engineering study of closed reduction utilizing the Pavlik harness for a range of subtle to severe dislocations in infants.” 2015. Web. 15 Nov 2019.

Vancouver:

Huayamave V. Biomechanics of Developmental Dysplasia of the Hip - An engineering study of closed reduction utilizing the Pavlik harness for a range of subtle to severe dislocations in infants. [Internet] [Doctoral dissertation]. University of Central Florida; 2015. [cited 2019 Nov 15]. Available from: https://stars.library.ucf.edu/etd/1137.

Council of Science Editors:

Huayamave V. Biomechanics of Developmental Dysplasia of the Hip - An engineering study of closed reduction utilizing the Pavlik harness for a range of subtle to severe dislocations in infants. [Doctoral Dissertation]. University of Central Florida; 2015. Available from: https://stars.library.ucf.edu/etd/1137

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