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You searched for subject:( Stability limit). Showing records 1 – 30 of 77 total matches.

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University of Newcastle

1. Ali, Abid. Application of stochastic limit analysis to geotechnical stability problems.

Degree: PhD, 2017, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Soil is a highly heterogeneous natural material with properties varying from point to point, in contrast to engineered… (more)

Subjects/Keywords: finite element method; geotechnical; stability; random field; limit analysis

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APA (6th Edition):

Ali, A. (2017). Application of stochastic limit analysis to geotechnical stability problems. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1342973

Chicago Manual of Style (16th Edition):

Ali, Abid. “Application of stochastic limit analysis to geotechnical stability problems.” 2017. Doctoral Dissertation, University of Newcastle. Accessed August 15, 2020. http://hdl.handle.net/1959.13/1342973.

MLA Handbook (7th Edition):

Ali, Abid. “Application of stochastic limit analysis to geotechnical stability problems.” 2017. Web. 15 Aug 2020.

Vancouver:

Ali A. Application of stochastic limit analysis to geotechnical stability problems. [Internet] [Doctoral dissertation]. University of Newcastle; 2017. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1959.13/1342973.

Council of Science Editors:

Ali A. Application of stochastic limit analysis to geotechnical stability problems. [Doctoral Dissertation]. University of Newcastle; 2017. Available from: http://hdl.handle.net/1959.13/1342973


Addis Ababa University

2. YOHANNES, AMARE. A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES .

Degree: 2008, Addis Ababa University

 General slope stability concepts and the parameters and major considerations associated with slope stability problems are discussed. General features and theories of some of the… (more)

Subjects/Keywords: slope stability analysis; factor of safety; limit equilibrium; method of slices

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APA (6th Edition):

YOHANNES, A. (2008). A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4241

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):

YOHANNES, AMARE. “A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES .” 2008. Thesis, Addis Ababa University. Accessed August 15, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4241.

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

MLA Handbook (7th Edition):

YOHANNES, AMARE. “A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES .” 2008. Web. 15 Aug 2020.

Vancouver:

YOHANNES A. A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES . [Internet] [Thesis]. Addis Ababa University; 2008. [cited 2020 Aug 15]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4241.

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

Council of Science Editors:

YOHANNES A. A COMPARATIVE STUDY AND COMPUTER CODING OF LIMIT-EQUILIBRIUM-BASED SLOPE STABILITY ANALYSIS TECHNIQUES . [Thesis]. Addis Ababa University; 2008. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4241

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


Virginia Tech

3. Kaffel, Ahmed. On the stability of plane viscoelastic shear flows in the limit of infinite Weissenberg and Reynolds numbers.

Degree: PhD, Mathematics, 2011, Virginia Tech

 Elastic effects on the hydrodynamic instability of inviscid parallel shear flows are investigated through a linear stability analysis. We focus on the upper convected Maxwell… (more)

Subjects/Keywords: infinite Weissenberg number limit; inviscid; Stability of shear flow

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APA (6th Edition):

Kaffel, A. (2011). On the stability of plane viscoelastic shear flows in the limit of infinite Weissenberg and Reynolds numbers. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77325

Chicago Manual of Style (16th Edition):

Kaffel, Ahmed. “On the stability of plane viscoelastic shear flows in the limit of infinite Weissenberg and Reynolds numbers.” 2011. Doctoral Dissertation, Virginia Tech. Accessed August 15, 2020. http://hdl.handle.net/10919/77325.

MLA Handbook (7th Edition):

Kaffel, Ahmed. “On the stability of plane viscoelastic shear flows in the limit of infinite Weissenberg and Reynolds numbers.” 2011. Web. 15 Aug 2020.

Vancouver:

Kaffel A. On the stability of plane viscoelastic shear flows in the limit of infinite Weissenberg and Reynolds numbers. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/10919/77325.

Council of Science Editors:

Kaffel A. On the stability of plane viscoelastic shear flows in the limit of infinite Weissenberg and Reynolds numbers. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/77325


Cornell University

4. Chen, I-Tzu. Plant-Mimetic Generation Of Negative Pressure In Water: From Fundamental Thermodynamics To Applications In Transport And Heat Transfer .

Degree: 2016, Cornell University

 When the pressure of a liquid is reduced below its saturation pressure, instead of forming vapor, the liquid can exist in a metastable state; at… (more)

Subjects/Keywords: Water at negative pressure; Stability limit; Superheated loop heat pipe

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APA (6th Edition):

Chen, I. (2016). Plant-Mimetic Generation Of Negative Pressure In Water: From Fundamental Thermodynamics To Applications In Transport And Heat Transfer . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/44314

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):

Chen, I-Tzu. “Plant-Mimetic Generation Of Negative Pressure In Water: From Fundamental Thermodynamics To Applications In Transport And Heat Transfer .” 2016. Thesis, Cornell University. Accessed August 15, 2020. http://hdl.handle.net/1813/44314.

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

MLA Handbook (7th Edition):

Chen, I-Tzu. “Plant-Mimetic Generation Of Negative Pressure In Water: From Fundamental Thermodynamics To Applications In Transport And Heat Transfer .” 2016. Web. 15 Aug 2020.

Vancouver:

Chen I. Plant-Mimetic Generation Of Negative Pressure In Water: From Fundamental Thermodynamics To Applications In Transport And Heat Transfer . [Internet] [Thesis]. Cornell University; 2016. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1813/44314.

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

Council of Science Editors:

Chen I. Plant-Mimetic Generation Of Negative Pressure In Water: From Fundamental Thermodynamics To Applications In Transport And Heat Transfer . [Thesis]. Cornell University; 2016. Available from: http://hdl.handle.net/1813/44314

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


University of Newcastle

5. Crumpton, Mason. Adaptive discontinuity layout optimisation for geotechnical stability analysis.

Degree: PhD, 2018, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Discontinuity Layout Optimisation (DLO) is a novel geotechnical stability analysis method which is based on the upper bound… (more)

Subjects/Keywords: geotechnical stability analysis; limit analysis; discontinuity layout optimisation; adaptive meshing

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APA (6th Edition):

Crumpton, M. (2018). Adaptive discontinuity layout optimisation for geotechnical stability analysis. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1390955

Chicago Manual of Style (16th Edition):

Crumpton, Mason. “Adaptive discontinuity layout optimisation for geotechnical stability analysis.” 2018. Doctoral Dissertation, University of Newcastle. Accessed August 15, 2020. http://hdl.handle.net/1959.13/1390955.

MLA Handbook (7th Edition):

Crumpton, Mason. “Adaptive discontinuity layout optimisation for geotechnical stability analysis.” 2018. Web. 15 Aug 2020.

Vancouver:

Crumpton M. Adaptive discontinuity layout optimisation for geotechnical stability analysis. [Internet] [Doctoral dissertation]. University of Newcastle; 2018. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1959.13/1390955.

Council of Science Editors:

Crumpton M. Adaptive discontinuity layout optimisation for geotechnical stability analysis. [Doctoral Dissertation]. University of Newcastle; 2018. Available from: http://hdl.handle.net/1959.13/1390955


Indian Institute of Science

6. Sahoo, Jagdish Prasad. Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors.

Degree: PhD, Faculty of Engineering, 2017, Indian Institute of Science

 This thesis presents the implementation of the upper bound limit analysis in combination with finite elements and linear optimization for solving different stability problems in… (more)

Subjects/Keywords: Anchorage; Structural Analysis; Upper Bound Finite Element Limit Analysis; Geotechnical Stability; Reinforced Earth; Soils - Reinforcement; Unsupported Circular Tunnels; Soil Stabilization; Unsupported Tunnels; Seismic Stability; Upper Bound Limit Analysis; Civil Engineering

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APA (6th Edition):

Sahoo, J. P. (2017). Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2811

Chicago Manual of Style (16th Edition):

Sahoo, Jagdish Prasad. “Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors.” 2017. Doctoral Dissertation, Indian Institute of Science. Accessed August 15, 2020. http://etd.iisc.ac.in/handle/2005/2811.

MLA Handbook (7th Edition):

Sahoo, Jagdish Prasad. “Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors.” 2017. Web. 15 Aug 2020.

Vancouver:

Sahoo JP. Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2017. [cited 2020 Aug 15]. Available from: http://etd.iisc.ac.in/handle/2005/2811.

Council of Science Editors:

Sahoo JP. Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors. [Doctoral Dissertation]. Indian Institute of Science; 2017. Available from: http://etd.iisc.ac.in/handle/2005/2811


Michigan Technological University

7. Schaefer, Lauren N. Geotechnical Data and Numerical Analysis of Edifice Collapse and Related Hazards at Pacaya Volcano, Guatemala.

Degree: MS, Department of Geological and Mining Engineering and Sciences, 2012, Michigan Technological University

  The continual eruptive activity, occurrence of an ancestral catastrophic collapse, and inherent geologic features of Pacaya volcano (Guatemala) demands an evaluation of potential collapse… (more)

Subjects/Keywords: Finite Element Method; Limit Equilibrium Method; Numerical Modeling; Pacaya Volcano; Volcanic slope stability; Geology

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APA (6th Edition):

Schaefer, L. N. (2012). Geotechnical Data and Numerical Analysis of Edifice Collapse and Related Hazards at Pacaya Volcano, Guatemala. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etds/470

Chicago Manual of Style (16th Edition):

Schaefer, Lauren N. “Geotechnical Data and Numerical Analysis of Edifice Collapse and Related Hazards at Pacaya Volcano, Guatemala.” 2012. Masters Thesis, Michigan Technological University. Accessed August 15, 2020. http://digitalcommons.mtu.edu/etds/470.

MLA Handbook (7th Edition):

Schaefer, Lauren N. “Geotechnical Data and Numerical Analysis of Edifice Collapse and Related Hazards at Pacaya Volcano, Guatemala.” 2012. Web. 15 Aug 2020.

Vancouver:

Schaefer LN. Geotechnical Data and Numerical Analysis of Edifice Collapse and Related Hazards at Pacaya Volcano, Guatemala. [Internet] [Masters thesis]. Michigan Technological University; 2012. [cited 2020 Aug 15]. Available from: http://digitalcommons.mtu.edu/etds/470.

Council of Science Editors:

Schaefer LN. Geotechnical Data and Numerical Analysis of Edifice Collapse and Related Hazards at Pacaya Volcano, Guatemala. [Masters Thesis]. Michigan Technological University; 2012. Available from: http://digitalcommons.mtu.edu/etds/470


University of Newcastle

8. Wilson, Daniel William. The stability of shallow tunnels using limit analysis.

Degree: PhD, 2013, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Tunnelling is generally associated with underground mining or in the construction of rail tracks and roadways. The evolution… (more)

Subjects/Keywords: tunnels; limit analysis; tunnel stability; soil parameters; surcharge load; thesis by publication

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APA (6th Edition):

Wilson, D. W. (2013). The stability of shallow tunnels using limit analysis. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1043137

Chicago Manual of Style (16th Edition):

Wilson, Daniel William. “The stability of shallow tunnels using limit analysis.” 2013. Doctoral Dissertation, University of Newcastle. Accessed August 15, 2020. http://hdl.handle.net/1959.13/1043137.

MLA Handbook (7th Edition):

Wilson, Daniel William. “The stability of shallow tunnels using limit analysis.” 2013. Web. 15 Aug 2020.

Vancouver:

Wilson DW. The stability of shallow tunnels using limit analysis. [Internet] [Doctoral dissertation]. University of Newcastle; 2013. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1959.13/1043137.

Council of Science Editors:

Wilson DW. The stability of shallow tunnels using limit analysis. [Doctoral Dissertation]. University of Newcastle; 2013. Available from: http://hdl.handle.net/1959.13/1043137


University of Tennessee – Knoxville

9. Su, Xiaowen. ROTOR BALANCING VIA AN ENHANCED AUTOMATIC DYNAMIC BALANCER WITH INDUCTIVELY COUPLED SHUNT CIRCUIT.

Degree: 2019, University of Tennessee – Knoxville

 To reduce manufacturing costs and maintenance frequency of rotordynamic systems resulting from rotational imbalance and associated vibration levels, this research has been focused on the… (more)

Subjects/Keywords: Automatic dynamic balancer; Embedded RLC circuit; nonlinear dynamics; electromagnetic induction; limit cycle; stability analysis

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APA (6th Edition):

Su, X. (2019). ROTOR BALANCING VIA AN ENHANCED AUTOMATIC DYNAMIC BALANCER WITH INDUCTIVELY COUPLED SHUNT CIRCUIT. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/5404

Chicago Manual of Style (16th Edition):

Su, Xiaowen. “ROTOR BALANCING VIA AN ENHANCED AUTOMATIC DYNAMIC BALANCER WITH INDUCTIVELY COUPLED SHUNT CIRCUIT.” 2019. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed August 15, 2020. https://trace.tennessee.edu/utk_graddiss/5404.

MLA Handbook (7th Edition):

Su, Xiaowen. “ROTOR BALANCING VIA AN ENHANCED AUTOMATIC DYNAMIC BALANCER WITH INDUCTIVELY COUPLED SHUNT CIRCUIT.” 2019. Web. 15 Aug 2020.

Vancouver:

Su X. ROTOR BALANCING VIA AN ENHANCED AUTOMATIC DYNAMIC BALANCER WITH INDUCTIVELY COUPLED SHUNT CIRCUIT. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2019. [cited 2020 Aug 15]. Available from: https://trace.tennessee.edu/utk_graddiss/5404.

Council of Science Editors:

Su X. ROTOR BALANCING VIA AN ENHANCED AUTOMATIC DYNAMIC BALANCER WITH INDUCTIVELY COUPLED SHUNT CIRCUIT. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2019. Available from: https://trace.tennessee.edu/utk_graddiss/5404


University of Queensland

10. Patch, Brendan John. Modelling complex stochastic systems: approaches to management and stability.

Degree: School of Mathematics and Physics, 2019, University of Queensland

 This thesis is about coping with variability in outcomes for complex stochastic systems. We focus on systems where jobs arrive randomly throughout time to utilise… (more)

Subjects/Keywords: Markov chains; Stability; Monte Carlo algorithm; Queueing networks; Loss system; Stochastic networks; Multihop networks; Fluid limit; Diffusion limit; Matrix analytic methods; 0102 Applied Mathematics; 0104 Statistics

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APA (6th Edition):

Patch, B. J. (2019). Modelling complex stochastic systems: approaches to management and stability. (Thesis). University of Queensland. Retrieved from http://espace.library.uq.edu.au/view/UQ:87

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):

Patch, Brendan John. “Modelling complex stochastic systems: approaches to management and stability.” 2019. Thesis, University of Queensland. Accessed August 15, 2020. http://espace.library.uq.edu.au/view/UQ:87.

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

MLA Handbook (7th Edition):

Patch, Brendan John. “Modelling complex stochastic systems: approaches to management and stability.” 2019. Web. 15 Aug 2020.

Vancouver:

Patch BJ. Modelling complex stochastic systems: approaches to management and stability. [Internet] [Thesis]. University of Queensland; 2019. [cited 2020 Aug 15]. Available from: http://espace.library.uq.edu.au/view/UQ:87.

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

Council of Science Editors:

Patch BJ. Modelling complex stochastic systems: approaches to management and stability. [Thesis]. University of Queensland; 2019. Available from: http://espace.library.uq.edu.au/view/UQ:87

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


Brno University of Technology

11. Poruba, Michal. Návrh sanace sesuvu: Design of Landslide Remediation.

Degree: 2019, Brno University of Technology

 Main goal of thesis entitled "Landslide remediation design" is - based on acquired knowledge and submitted documents about the problematic of landslides - to determine… (more)

Subjects/Keywords: Sesuv; stabilita svahu; mezní stavy; metoda mezní rovnováhy; metoda konečných prvků.; Landslide; slope stability; limit states; limit equilibrium method; finite element method.

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APA (6th Edition):

Poruba, M. (2019). Návrh sanace sesuvu: Design of Landslide Remediation. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/38012

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):

Poruba, Michal. “Návrh sanace sesuvu: Design of Landslide Remediation.” 2019. Thesis, Brno University of Technology. Accessed August 15, 2020. http://hdl.handle.net/11012/38012.

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

MLA Handbook (7th Edition):

Poruba, Michal. “Návrh sanace sesuvu: Design of Landslide Remediation.” 2019. Web. 15 Aug 2020.

Vancouver:

Poruba M. Návrh sanace sesuvu: Design of Landslide Remediation. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/11012/38012.

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

Council of Science Editors:

Poruba M. Návrh sanace sesuvu: Design of Landslide Remediation. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/38012

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


Indian Institute of Science

12. Bhattacharya, Paramita. Lower Bound Limit Analysis Applications For Solving Planar Stability Problems In Geomechanics.

Degree: PhD, Faculty of Engineering, 2014, Indian Institute of Science

Limit analysis based upon the theory of plasticity is one of the very useful numerical techniques to determine the failure loads of different civil and… (more)

Subjects/Keywords: Earth - Planes - Stability; Geomechanics; Lower Bound Limit Analysis Theory; Lower Bound Finite Elements Limit Analysis; Sand - Strip Footings; Sand - Vertical Anchors; Geology

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APA (6th Edition):

Bhattacharya, P. (2014). Lower Bound Limit Analysis Applications For Solving Planar Stability Problems In Geomechanics. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2377

Chicago Manual of Style (16th Edition):

Bhattacharya, Paramita. “Lower Bound Limit Analysis Applications For Solving Planar Stability Problems In Geomechanics.” 2014. Doctoral Dissertation, Indian Institute of Science. Accessed August 15, 2020. http://etd.iisc.ac.in/handle/2005/2377.

MLA Handbook (7th Edition):

Bhattacharya, Paramita. “Lower Bound Limit Analysis Applications For Solving Planar Stability Problems In Geomechanics.” 2014. Web. 15 Aug 2020.

Vancouver:

Bhattacharya P. Lower Bound Limit Analysis Applications For Solving Planar Stability Problems In Geomechanics. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2014. [cited 2020 Aug 15]. Available from: http://etd.iisc.ac.in/handle/2005/2377.

Council of Science Editors:

Bhattacharya P. Lower Bound Limit Analysis Applications For Solving Planar Stability Problems In Geomechanics. [Doctoral Dissertation]. Indian Institute of Science; 2014. Available from: http://etd.iisc.ac.in/handle/2005/2377

13. Silva, Naiara Aparecida dos Santos [UNESP]. Dinâmica e bifurcações de campos vetoriais polinomiais em R3 com um cilindro invariante.

Degree: 2016, Universidade Estadual Paulista

Neste trabalho fazemos o estudo de uma classe de sistemas diferenciais polinomiais quadráticos definidos em R3 que possui um cilindro como superfície algébrica invariante. Mais… (more)

Subjects/Keywords: Superfície algébrica invariante; Cilindro invariante; Estabilidade; Bifurcação de Hopf; Ciclo limite; Invariant algebraic surface; Invariant cylinder; Stability; Hopf Bifurcation; Limit cycle

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APA (6th Edition):

Silva, N. A. d. S. [. (2016). Dinâmica e bifurcações de campos vetoriais polinomiais em R3 com um cilindro invariante. (Thesis). Universidade Estadual Paulista. Retrieved from http://hdl.handle.net/11449/144543

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):

Silva, Naiara Aparecida dos Santos [UNESP]. “Dinâmica e bifurcações de campos vetoriais polinomiais em R3 com um cilindro invariante.” 2016. Thesis, Universidade Estadual Paulista. Accessed August 15, 2020. http://hdl.handle.net/11449/144543.

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

MLA Handbook (7th Edition):

Silva, Naiara Aparecida dos Santos [UNESP]. “Dinâmica e bifurcações de campos vetoriais polinomiais em R3 com um cilindro invariante.” 2016. Web. 15 Aug 2020.

Vancouver:

Silva NAdS[. Dinâmica e bifurcações de campos vetoriais polinomiais em R3 com um cilindro invariante. [Internet] [Thesis]. Universidade Estadual Paulista; 2016. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/11449/144543.

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

Council of Science Editors:

Silva NAdS[. Dinâmica e bifurcações de campos vetoriais polinomiais em R3 com um cilindro invariante. [Thesis]. Universidade Estadual Paulista; 2016. Available from: http://hdl.handle.net/11449/144543

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


Michigan Technological University

14. Chen, Wei. Impact of Spark Ignition Duration, Energy and Phasing on Combustion and Performance in a Gasoline Turbocharged Direct Injection Engine near the Dilute Limit.

Degree: PhD, Department of Mechanical Engineering-Engineering Mechanics, 2015, Michigan Technological University

  High dilution combustion is a promising technology to continue improving gasoline spark-ignition (SI) engine fuel conversion efficiency and for the reduction of nitrogen oxide… (more)

Subjects/Keywords: Dual-coil Ignition System; EGR Limit; Direct Injection Spark Ignition Engine; Combustion Stability; Ignition Energy; Ignition Duration; Automotive Engineering

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APA (6th Edition):

Chen, W. (2015). Impact of Spark Ignition Duration, Energy and Phasing on Combustion and Performance in a Gasoline Turbocharged Direct Injection Engine near the Dilute Limit. (Doctoral Dissertation). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etdr/11

Chicago Manual of Style (16th Edition):

Chen, Wei. “Impact of Spark Ignition Duration, Energy and Phasing on Combustion and Performance in a Gasoline Turbocharged Direct Injection Engine near the Dilute Limit.” 2015. Doctoral Dissertation, Michigan Technological University. Accessed August 15, 2020. http://digitalcommons.mtu.edu/etdr/11.

MLA Handbook (7th Edition):

Chen, Wei. “Impact of Spark Ignition Duration, Energy and Phasing on Combustion and Performance in a Gasoline Turbocharged Direct Injection Engine near the Dilute Limit.” 2015. Web. 15 Aug 2020.

Vancouver:

Chen W. Impact of Spark Ignition Duration, Energy and Phasing on Combustion and Performance in a Gasoline Turbocharged Direct Injection Engine near the Dilute Limit. [Internet] [Doctoral dissertation]. Michigan Technological University; 2015. [cited 2020 Aug 15]. Available from: http://digitalcommons.mtu.edu/etdr/11.

Council of Science Editors:

Chen W. Impact of Spark Ignition Duration, Energy and Phasing on Combustion and Performance in a Gasoline Turbocharged Direct Injection Engine near the Dilute Limit. [Doctoral Dissertation]. Michigan Technological University; 2015. Available from: http://digitalcommons.mtu.edu/etdr/11


Penn State University

15. Sohag, Faruk Ahmed. On the Enhancement of Downward Facing Boiling Heat Transfer Using Micro-Porous Coating.

Degree: 2016, Penn State University

 The concept of in-vessel retention (IVR) by passive external reactor vessel cooling (ERVC) in a flooded cavity during a severe accident has been considered as… (more)

Subjects/Keywords: Downward-facing boiling; Micro-porous coating; Cold Spray; CHF limit; Nucleate boiling; Film boiling; Stability; Two-phase flow; IVR

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APA (6th Edition):

Sohag, F. A. (2016). On the Enhancement of Downward Facing Boiling Heat Transfer Using Micro-Porous Coating. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/13218fas153

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):

Sohag, Faruk Ahmed. “On the Enhancement of Downward Facing Boiling Heat Transfer Using Micro-Porous Coating.” 2016. Thesis, Penn State University. Accessed August 15, 2020. https://submit-etda.libraries.psu.edu/catalog/13218fas153.

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

MLA Handbook (7th Edition):

Sohag, Faruk Ahmed. “On the Enhancement of Downward Facing Boiling Heat Transfer Using Micro-Porous Coating.” 2016. Web. 15 Aug 2020.

Vancouver:

Sohag FA. On the Enhancement of Downward Facing Boiling Heat Transfer Using Micro-Porous Coating. [Internet] [Thesis]. Penn State University; 2016. [cited 2020 Aug 15]. Available from: https://submit-etda.libraries.psu.edu/catalog/13218fas153.

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

Council of Science Editors:

Sohag FA. On the Enhancement of Downward Facing Boiling Heat Transfer Using Micro-Porous Coating. [Thesis]. Penn State University; 2016. Available from: https://submit-etda.libraries.psu.edu/catalog/13218fas153

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


Queens University

16. Javankhoshdel, Sina. Reliability analysis of Simple Slopes and Soil-Structures With Linear Limit States .

Degree: Civil Engineering, 2016, Queens University

 The first objective of this research was to develop closed-form and numerical probabilistic methods of analysis that can be applied to otherwise conventional methods of… (more)

Subjects/Keywords: Random variability ; Probabilistic charts ; Geosyntehtic reinforced slopes ; Reliability analysis ; Slope stability ; Simple linear limit states ; Closed-form solution ; Spatial variability

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APA (6th Edition):

Javankhoshdel, S. (2016). Reliability analysis of Simple Slopes and Soil-Structures With Linear Limit States . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/14919

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):

Javankhoshdel, Sina. “Reliability analysis of Simple Slopes and Soil-Structures With Linear Limit States .” 2016. Thesis, Queens University. Accessed August 15, 2020. http://hdl.handle.net/1974/14919.

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

MLA Handbook (7th Edition):

Javankhoshdel, Sina. “Reliability analysis of Simple Slopes and Soil-Structures With Linear Limit States .” 2016. Web. 15 Aug 2020.

Vancouver:

Javankhoshdel S. Reliability analysis of Simple Slopes and Soil-Structures With Linear Limit States . [Internet] [Thesis]. Queens University; 2016. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/1974/14919.

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

Council of Science Editors:

Javankhoshdel S. Reliability analysis of Simple Slopes and Soil-Structures With Linear Limit States . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/14919

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


Luleå University of Technology

17. RAHMAN, MD. ZILLUR. Solope stability analysis and road safety evaluation : A case study on two roads located close to the Piteå river in Sikfors and Nystrand.

Degree: 2012, Luleå University of Technology

This master thesis focuse on natural slope and embankment slope stability analysis with the Limit Equilibrium Method computer program Slope/W and the Finite Element… (more)

Subjects/Keywords: Technology; Slope stability analysis; finite element method; limit equilibrium method; factor of safety; critical slip surface; drained; undrained; Teknik

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APA (6th Edition):

RAHMAN, M. Z. (2012). Solope stability analysis and road safety evaluation : A case study on two roads located close to the Piteå river in Sikfors and Nystrand. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52256

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):

RAHMAN, MD ZILLUR. “Solope stability analysis and road safety evaluation : A case study on two roads located close to the Piteå river in Sikfors and Nystrand.” 2012. Thesis, Luleå University of Technology. Accessed August 15, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52256.

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

MLA Handbook (7th Edition):

RAHMAN, MD ZILLUR. “Solope stability analysis and road safety evaluation : A case study on two roads located close to the Piteå river in Sikfors and Nystrand.” 2012. Web. 15 Aug 2020.

Vancouver:

RAHMAN MZ. Solope stability analysis and road safety evaluation : A case study on two roads located close to the Piteå river in Sikfors and Nystrand. [Internet] [Thesis]. Luleå University of Technology; 2012. [cited 2020 Aug 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52256.

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

Council of Science Editors:

RAHMAN MZ. Solope stability analysis and road safety evaluation : A case study on two roads located close to the Piteå river in Sikfors and Nystrand. [Thesis]. Luleå University of Technology; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-52256

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

18. Pan, Qiujing. Deterministic and Probabilistic Assessment of Tunnel Face Stability : Evaluation déterministe et probabiliste de la stabilité du front de taille des tunnels.

Degree: Docteur es, Matériaux, Mécanique, Génie civil, Electrochimie, 2017, Université Grenoble Alpes (ComUE)

The main work for Qiujing PAN’s PhD thesis is to develop the stability analysis for underground structures, which contains two parts, deterministic model and probabilistic… (more)

Subjects/Keywords: Stabilité; Simulation numérique; Analyse limite; Approche probabiliste; Champs aléatoires; Stability; Numerical simulation; Limit analysis; Probabilistic approach; Random field

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APA (6th Edition):

Pan, Q. (2017). Deterministic and Probabilistic Assessment of Tunnel Face Stability : Evaluation déterministe et probabiliste de la stabilité du front de taille des tunnels. (Doctoral Dissertation). Université Grenoble Alpes (ComUE). Retrieved from http://www.theses.fr/2017GREAI044

Chicago Manual of Style (16th Edition):

Pan, Qiujing. “Deterministic and Probabilistic Assessment of Tunnel Face Stability : Evaluation déterministe et probabiliste de la stabilité du front de taille des tunnels.” 2017. Doctoral Dissertation, Université Grenoble Alpes (ComUE). Accessed August 15, 2020. http://www.theses.fr/2017GREAI044.

MLA Handbook (7th Edition):

Pan, Qiujing. “Deterministic and Probabilistic Assessment of Tunnel Face Stability : Evaluation déterministe et probabiliste de la stabilité du front de taille des tunnels.” 2017. Web. 15 Aug 2020.

Vancouver:

Pan Q. Deterministic and Probabilistic Assessment of Tunnel Face Stability : Evaluation déterministe et probabiliste de la stabilité du front de taille des tunnels. [Internet] [Doctoral dissertation]. Université Grenoble Alpes (ComUE); 2017. [cited 2020 Aug 15]. Available from: http://www.theses.fr/2017GREAI044.

Council of Science Editors:

Pan Q. Deterministic and Probabilistic Assessment of Tunnel Face Stability : Evaluation déterministe et probabiliste de la stabilité du front de taille des tunnels. [Doctoral Dissertation]. Université Grenoble Alpes (ComUE); 2017. Available from: http://www.theses.fr/2017GREAI044


Addis Ababa University

19. Ashebir, Tesfaye. Impact of Drawdown Speed on Slope Stability of Tendaho Dam Under Static and Pseudo Static Earthquake Loading Condition .

Degree: 2018, Addis Ababa University

 Dams are hydraulic structures used to store, control, divert water impounding it behind the upstream side of dam in a reservoir for different purposes, like… (more)

Subjects/Keywords: Earthen Dam; Finite Element Method; Limit Equilibrium Method; Factor of Safety; Earthquake Force; Slope Stability; Drawdown Speed

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APA (6th Edition):

Ashebir, T. (2018). Impact of Drawdown Speed on Slope Stability of Tendaho Dam Under Static and Pseudo Static Earthquake Loading Condition . (Thesis). Addis Ababa University. Retrieved from http://10.6.20.92/handle/123456789/20910

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):

Ashebir, Tesfaye. “Impact of Drawdown Speed on Slope Stability of Tendaho Dam Under Static and Pseudo Static Earthquake Loading Condition .” 2018. Thesis, Addis Ababa University. Accessed August 15, 2020. http://10.6.20.92/handle/123456789/20910.

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

MLA Handbook (7th Edition):

Ashebir, Tesfaye. “Impact of Drawdown Speed on Slope Stability of Tendaho Dam Under Static and Pseudo Static Earthquake Loading Condition .” 2018. Web. 15 Aug 2020.

Vancouver:

Ashebir T. Impact of Drawdown Speed on Slope Stability of Tendaho Dam Under Static and Pseudo Static Earthquake Loading Condition . [Internet] [Thesis]. Addis Ababa University; 2018. [cited 2020 Aug 15]. Available from: http://10.6.20.92/handle/123456789/20910.

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

Council of Science Editors:

Ashebir T. Impact of Drawdown Speed on Slope Stability of Tendaho Dam Under Static and Pseudo Static Earthquake Loading Condition . [Thesis]. Addis Ababa University; 2018. Available from: http://10.6.20.92/handle/123456789/20910

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


University of Arkansas

20. LeBow, Vanessa. Incorporating Geophysical Data in Slope Stability Modeling for Two Slopes in Arkansas.

Degree: MSCE, 2019, University of Arkansas

  Slope failures in the United States alone cause millions of dollars in damage to infrastructure, threaten national monuments, create environmental hazards, and take an… (more)

Subjects/Keywords: Geophysics; Geotechnical Engineering; Limit Equilibrium; Slope Stability; Civil Engineering; Geophysics and Seismology; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

LeBow, V. (2019). Incorporating Geophysical Data in Slope Stability Modeling for Two Slopes in Arkansas. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/3492

Chicago Manual of Style (16th Edition):

LeBow, Vanessa. “Incorporating Geophysical Data in Slope Stability Modeling for Two Slopes in Arkansas.” 2019. Masters Thesis, University of Arkansas. Accessed August 15, 2020. https://scholarworks.uark.edu/etd/3492.

MLA Handbook (7th Edition):

LeBow, Vanessa. “Incorporating Geophysical Data in Slope Stability Modeling for Two Slopes in Arkansas.” 2019. Web. 15 Aug 2020.

Vancouver:

LeBow V. Incorporating Geophysical Data in Slope Stability Modeling for Two Slopes in Arkansas. [Internet] [Masters thesis]. University of Arkansas; 2019. [cited 2020 Aug 15]. Available from: https://scholarworks.uark.edu/etd/3492.

Council of Science Editors:

LeBow V. Incorporating Geophysical Data in Slope Stability Modeling for Two Slopes in Arkansas. [Masters Thesis]. University of Arkansas; 2019. Available from: https://scholarworks.uark.edu/etd/3492


University of British Columbia

21. Fournier, Mathew. Investigations into the Shear Strength Reduction method using distinct element models .

Degree: 2008, University of British Columbia

 This thesis reports a detailed investigation into the use of the Shear Strength Reduction (SSR) method to determine factor of safety values in discontinuum models… (more)

Subjects/Keywords: Slope stability; Numerical modelling; SSR; UDEC; Limit equilibrium

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APA (6th Edition):

Fournier, M. (2008). Investigations into the Shear Strength Reduction method using distinct element models . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/2492

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):

Fournier, Mathew. “Investigations into the Shear Strength Reduction method using distinct element models .” 2008. Thesis, University of British Columbia. Accessed August 15, 2020. http://hdl.handle.net/2429/2492.

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

MLA Handbook (7th Edition):

Fournier, Mathew. “Investigations into the Shear Strength Reduction method using distinct element models .” 2008. Web. 15 Aug 2020.

Vancouver:

Fournier M. Investigations into the Shear Strength Reduction method using distinct element models . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/2429/2492.

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

Council of Science Editors:

Fournier M. Investigations into the Shear Strength Reduction method using distinct element models . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/2492

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


Brno University of Technology

22. Jelínek, Jan. Nelineární analýza ztráty stability spalinového potrubí: Nonlinear buckling analysis of a flue gas pipe.

Degree: 2019, Brno University of Technology

 This thesis deals with the nonlinear analysis of stability loss of flue gas pipe. This pipe is a part of desulphurization line. The thesis describes… (more)

Subjects/Keywords: Ztráta stability; nelineární analýza; boulení; spalinová potrubí; skořepiny; mezní stav; zatížení; MKP; Eurokódy; Stability loss; nonlinear analyses; buckling; flue gas pipes; shell; limit states; loading; FEM; Eurocodes

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

APA (6th Edition):

Jelínek, J. (2019). Nelineární analýza ztráty stability spalinového potrubí: Nonlinear buckling analysis of a flue gas pipe. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/59565

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):

Jelínek, Jan. “Nelineární analýza ztráty stability spalinového potrubí: Nonlinear buckling analysis of a flue gas pipe.” 2019. Thesis, Brno University of Technology. Accessed August 15, 2020. http://hdl.handle.net/11012/59565.

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

MLA Handbook (7th Edition):

Jelínek, Jan. “Nelineární analýza ztráty stability spalinového potrubí: Nonlinear buckling analysis of a flue gas pipe.” 2019. Web. 15 Aug 2020.

Vancouver:

Jelínek J. Nelineární analýza ztráty stability spalinového potrubí: Nonlinear buckling analysis of a flue gas pipe. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/11012/59565.

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

Council of Science Editors:

Jelínek J. Nelineární analýza ztráty stability spalinového potrubí: Nonlinear buckling analysis of a flue gas pipe. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/59565

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


Brno University of Technology

23. Adamec, Tomáš. Napjatostně deformační analýza silničního mostu přes řeku Orlici.

Degree: 2019, Brno University of Technology

 The main topic of this thesis is stress and strain analysis of road bridge over the river Orlice in Třebechovice pod Orebem. First point of… (more)

Subjects/Keywords: Příhradová konstrukce; prutová soustava; prut; statická neurčitost; napětí; deformace; mezní stav pružnosti; mezní stav vzpěrné stability; metoda konečných prvků; ANSYS Workbench; Truss construction; truss; beam; statically indetermine; stress; deformation; limit state of elasticity; limit state of buckling stability; finite element method; ANSYS Workbench

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APA (6th Edition):

Adamec, T. (2019). Napjatostně deformační analýza silničního mostu přes řeku Orlici. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/176801

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):

Adamec, Tomáš. “Napjatostně deformační analýza silničního mostu přes řeku Orlici.” 2019. Thesis, Brno University of Technology. Accessed August 15, 2020. http://hdl.handle.net/11012/176801.

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

MLA Handbook (7th Edition):

Adamec, Tomáš. “Napjatostně deformační analýza silničního mostu přes řeku Orlici.” 2019. Web. 15 Aug 2020.

Vancouver:

Adamec T. Napjatostně deformační analýza silničního mostu přes řeku Orlici. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/11012/176801.

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

Council of Science Editors:

Adamec T. Napjatostně deformační analýza silničního mostu přes řeku Orlici. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/176801

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


Brno University of Technology

24. Píchová, Sylvie. Posouzení stability území náchylného k sesouvání: Stability analysis of landslide area.

Degree: 2019, Brno University of Technology

 In the bachelor thesis is shown Zaruba & Mencl classification of landslide, site investigations and methods of static calculations using limit state equilibrium method. In the… (more)

Subjects/Keywords: sesuv; stabilita svahu; stupeň stability; Petterssonova metoda; Excel; Autocad; GEO 5; metoda mezní rovnováhy; horizontální odvodňovací vrty; landslide; stability of slope; stability factor; Pettersson´s method; Excel; Autocad; GEO 5; limit state equilibrium method; horizontal draining holes

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APA (6th Edition):

Píchová, S. (2019). Posouzení stability území náchylného k sesouvání: Stability analysis of landslide area. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68633

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):

Píchová, Sylvie. “Posouzení stability území náchylného k sesouvání: Stability analysis of landslide area.” 2019. Thesis, Brno University of Technology. Accessed August 15, 2020. http://hdl.handle.net/11012/68633.

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

MLA Handbook (7th Edition):

Píchová, Sylvie. “Posouzení stability území náchylného k sesouvání: Stability analysis of landslide area.” 2019. Web. 15 Aug 2020.

Vancouver:

Píchová S. Posouzení stability území náchylného k sesouvání: Stability analysis of landslide area. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/11012/68633.

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

Council of Science Editors:

Píchová S. Posouzení stability území náchylného k sesouvání: Stability analysis of landslide area. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/68633

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

25. Indic, P. " Nonlinear Signal Processing of Electroencephalogram .' Application in the Study of Neurodynamics. ".

Degree: 2000, Cochin University of Science and Technology

Interfacings of various subjects generate new field ofstudy and research that help in advancing human knowledge. One of the latest of such fields is Neurotechnology,… (more)

Subjects/Keywords: Stability Analysis; Limit Cycles; Bifurcation; Stochastic Resonance; Nonlinear Time Series Analysis; Electroencephalogram

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APA (6th Edition):

Indic, P. (2000). " Nonlinear Signal Processing of Electroencephalogram .' Application in the Study of Neurodynamics. ". (Thesis). Cochin University of Science and Technology. Retrieved from http://dyuthi.cusat.ac.in/purl/3811

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):

Indic, P. “" Nonlinear Signal Processing of Electroencephalogram .' Application in the Study of Neurodynamics. ".” 2000. Thesis, Cochin University of Science and Technology. Accessed August 15, 2020. http://dyuthi.cusat.ac.in/purl/3811.

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

MLA Handbook (7th Edition):

Indic, P. “" Nonlinear Signal Processing of Electroencephalogram .' Application in the Study of Neurodynamics. ".” 2000. Web. 15 Aug 2020.

Vancouver:

Indic P. " Nonlinear Signal Processing of Electroencephalogram .' Application in the Study of Neurodynamics. ". [Internet] [Thesis]. Cochin University of Science and Technology; 2000. [cited 2020 Aug 15]. Available from: http://dyuthi.cusat.ac.in/purl/3811.

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

Council of Science Editors:

Indic P. " Nonlinear Signal Processing of Electroencephalogram .' Application in the Study of Neurodynamics. ". [Thesis]. Cochin University of Science and Technology; 2000. Available from: http://dyuthi.cusat.ac.in/purl/3811

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


Universidade do Estado do Rio de Janeiro

26. José Luis Leiva Mejía. Estabilidade de talude com efeito sísmico a partir dos métodos de equilíbrio limite e de elementos finitos.

Degree: Master, 2015, Universidade do Estado do Rio de Janeiro

A Costa Peruana apresenta alta atividade sísmica, tornando imprescindível a execução de análises de estabilidade que considerem os eventos sísmicos. Com o desenvolvimento de novas… (more)

Subjects/Keywords: Equilíbrio Limite; Estabilidade de Talude; Engenharia Civil; Elementos Finitos; Análise Dinâmica; Atividade Sísmica; Civil Engineering; Slope Stability; Limit Equilibrium; Finite Element; Earthquakes; Dynamic Analysis; ENGENHARIA CIVIL

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APA (6th Edition):

Mejía, J. L. L. (2015). Estabilidade de talude com efeito sísmico a partir dos métodos de equilíbrio limite e de elementos finitos. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8826 ;

Chicago Manual of Style (16th Edition):

Mejía, José Luis Leiva. “Estabilidade de talude com efeito sísmico a partir dos métodos de equilíbrio limite e de elementos finitos.” 2015. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed August 15, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8826 ;.

MLA Handbook (7th Edition):

Mejía, José Luis Leiva. “Estabilidade de talude com efeito sísmico a partir dos métodos de equilíbrio limite e de elementos finitos.” 2015. Web. 15 Aug 2020.

Vancouver:

Mejía JLL. Estabilidade de talude com efeito sísmico a partir dos métodos de equilíbrio limite e de elementos finitos. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2015. [cited 2020 Aug 15]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8826 ;.

Council of Science Editors:

Mejía JLL. Estabilidade de talude com efeito sísmico a partir dos métodos de equilíbrio limite e de elementos finitos. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2015. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=8826 ;


University of Akron

27. Albataineh, Nermeen. SLOPE STABILITY ANALYSIS USING 2D AND 3D METHODS.

Degree: MS, Civil Engineering, 2006, University of Akron

 The analysis and design of failing slopes and highway embankments requires an in-depth understanding of the failure mechanism in order to choose the right slope… (more)

Subjects/Keywords: Engineering, Civil; slip surface; factors of safety; SLOPE STABILITY ANALYSIS; SLOPE; limit equilibrium

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

APA (6th Edition):

Albataineh, N. (2006). SLOPE STABILITY ANALYSIS USING 2D AND 3D METHODS. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1153719372

Chicago Manual of Style (16th Edition):

Albataineh, Nermeen. “SLOPE STABILITY ANALYSIS USING 2D AND 3D METHODS.” 2006. Masters Thesis, University of Akron. Accessed August 15, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1153719372.

MLA Handbook (7th Edition):

Albataineh, Nermeen. “SLOPE STABILITY ANALYSIS USING 2D AND 3D METHODS.” 2006. Web. 15 Aug 2020.

Vancouver:

Albataineh N. SLOPE STABILITY ANALYSIS USING 2D AND 3D METHODS. [Internet] [Masters thesis]. University of Akron; 2006. [cited 2020 Aug 15]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1153719372.

Council of Science Editors:

Albataineh N. SLOPE STABILITY ANALYSIS USING 2D AND 3D METHODS. [Masters Thesis]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1153719372


Virginia Commonwealth University

28. Hoovler, Craig Alan. Balance Performance Measurment in a Phase Shifted Feedback Environment.

Degree: MS, Biomedical Engineering, 2008, Virginia Commonwealth University

 Commercial technologies for the objective assessment of balance exist in clinical settings. Training requires integration of sensory information to produce a coordinated motor response related… (more)

Subjects/Keywords: biofeedback; visual; delay; limit of stability; force-plate; Biomedical Engineering and Bioengineering; Engineering

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

APA (6th Edition):

Hoovler, C. A. (2008). Balance Performance Measurment in a Phase Shifted Feedback Environment. (Thesis). Virginia Commonwealth University. Retrieved from https://doi.org/10.25772/TQMG-T779 ; https://scholarscompass.vcu.edu/etd/704

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):

Hoovler, Craig Alan. “Balance Performance Measurment in a Phase Shifted Feedback Environment.” 2008. Thesis, Virginia Commonwealth University. Accessed August 15, 2020. https://doi.org/10.25772/TQMG-T779 ; https://scholarscompass.vcu.edu/etd/704.

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

MLA Handbook (7th Edition):

Hoovler, Craig Alan. “Balance Performance Measurment in a Phase Shifted Feedback Environment.” 2008. Web. 15 Aug 2020.

Vancouver:

Hoovler CA. Balance Performance Measurment in a Phase Shifted Feedback Environment. [Internet] [Thesis]. Virginia Commonwealth University; 2008. [cited 2020 Aug 15]. Available from: https://doi.org/10.25772/TQMG-T779 ; https://scholarscompass.vcu.edu/etd/704.

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

Council of Science Editors:

Hoovler CA. Balance Performance Measurment in a Phase Shifted Feedback Environment. [Thesis]. Virginia Commonwealth University; 2008. Available from: https://doi.org/10.25772/TQMG-T779 ; https://scholarscompass.vcu.edu/etd/704

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


Universidade do Rio Grande do Sul

29. Madalozzo, Deborah Marcant Silva. Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda.

Degree: 2016, Universidade do Rio Grande do Sul

O conhecimento de zonas potencialmente instáveis no fundo do mar é de fundamental importância para o desenvolvimento das estruturas marinhas, pois permite posicionar estruturas offshore… (more)

Subjects/Keywords: Bacias sedimentares; Stability of submarine slopes; Limit analysis; Simulação numérica; Elementos finitos; Water waves; Poroelasticity; Modelagem computacional; Pore pressure; Mecanica dos solos; Seepage forces

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

APA (6th Edition):

Madalozzo, D. M. S. (2016). Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/150569

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):

Madalozzo, Deborah Marcant Silva. “Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed August 15, 2020. http://hdl.handle.net/10183/150569.

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

MLA Handbook (7th Edition):

Madalozzo, Deborah Marcant Silva. “Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda.” 2016. Web. 15 Aug 2020.

Vancouver:

Madalozzo DMS. Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Aug 15]. Available from: http://hdl.handle.net/10183/150569.

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

Council of Science Editors:

Madalozzo DMS. Contribuição à análise das instabilidades do leito oceânico induzidas pelo carregamento cíclico da onda. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/150569

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

30. Fitton, George. Analyse multifractale et simulation des fluctuations de l'énergie éolienne : Multifractal analysis and simulation of wind energy fluctuations.

Degree: Docteur es, Sciences et Techniques de l'Environnement, 2013, Université Paris-Est

 A partir des équations gouvernant le champ de vitesse, on peut non seulement s'attendre à un vent (fortement) non-gaussien, mais aussi à un vent présentant… (more)

Subjects/Keywords: Énergie éolienne; Turbulence atmosphérique; Intermittence multifractale; Stabilité de la couche-limit; Anisotropie; Extrêmes; Wind energy; Atmospheric turbulence; Multifractal intermittence; Surface-layer stability; Anisotropy; Extremes

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

APA (6th Edition):

Fitton, G. (2013). Analyse multifractale et simulation des fluctuations de l'énergie éolienne : Multifractal analysis and simulation of wind energy fluctuations. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2013PEST1110

Chicago Manual of Style (16th Edition):

Fitton, George. “Analyse multifractale et simulation des fluctuations de l'énergie éolienne : Multifractal analysis and simulation of wind energy fluctuations.” 2013. Doctoral Dissertation, Université Paris-Est. Accessed August 15, 2020. http://www.theses.fr/2013PEST1110.

MLA Handbook (7th Edition):

Fitton, George. “Analyse multifractale et simulation des fluctuations de l'énergie éolienne : Multifractal analysis and simulation of wind energy fluctuations.” 2013. Web. 15 Aug 2020.

Vancouver:

Fitton G. Analyse multifractale et simulation des fluctuations de l'énergie éolienne : Multifractal analysis and simulation of wind energy fluctuations. [Internet] [Doctoral dissertation]. Université Paris-Est; 2013. [cited 2020 Aug 15]. Available from: http://www.theses.fr/2013PEST1110.

Council of Science Editors:

Fitton G. Analyse multifractale et simulation des fluctuations de l'énergie éolienne : Multifractal analysis and simulation of wind energy fluctuations. [Doctoral Dissertation]. Université Paris-Est; 2013. Available from: http://www.theses.fr/2013PEST1110

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