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You searched for subject:(Critical moment). Showing records 1 – 17 of 17 total matches.

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Brno University of Technology

1. Balázs, Ivan. Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu: Lateral-torsional buckling of steel beams with restraints out of bending plane.

Degree: 2018, Brno University of Technology

 The doctoral thesis focuses on problem of stability of steel thin-walled beams with lateral and torsional restraints along the spans. Theoretical background of lateral-torsional buckling… (more)

Subjects/Keywords: Experiment; klopení; kritický moment; nosník; ocel; rotační tuhost; sendvičový panel; stabilizace; tenkostěnné prvky; Beam; critical moment; experiment; lateral-torsional buckling; rotational stiffness; sandwich panel; stabilization; steel; thin-walled members

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

APA (6th Edition):

Balázs, I. (2018). Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu: Lateral-torsional buckling of steel beams with restraints out of bending plane. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70304

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):

Balázs, Ivan. “Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu: Lateral-torsional buckling of steel beams with restraints out of bending plane.” 2018. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/70304.

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

MLA Handbook (7th Edition):

Balázs, Ivan. “Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu: Lateral-torsional buckling of steel beams with restraints out of bending plane.” 2018. Web. 03 Dec 2020.

Vancouver:

Balázs I. Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu: Lateral-torsional buckling of steel beams with restraints out of bending plane. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/70304.

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

Council of Science Editors:

Balázs I. Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu: Lateral-torsional buckling of steel beams with restraints out of bending plane. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70304

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


University of Rochester

2. Baluyot, Siegfred Alan C. On the zeros of Riemann's zeta-function.

Degree: PhD, 2017, University of Rochester

 This thesis has three parts. In the first part, we combine the mollifier method with a zero detection method of Atkinson to prove in a… (more)

Subjects/Keywords: Alternative hypothesis; Critical zeros; Density hypothesis; Mollified fourth moment; Pair correlation conjecture; Zero density; Riemann zeta-function

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APA (6th Edition):

Baluyot, S. A. C. (2017). On the zeros of Riemann's zeta-function. (Doctoral Dissertation). University of Rochester. Retrieved from http://hdl.handle.net/1802/32855

Chicago Manual of Style (16th Edition):

Baluyot, Siegfred Alan C. “On the zeros of Riemann's zeta-function.” 2017. Doctoral Dissertation, University of Rochester. Accessed December 03, 2020. http://hdl.handle.net/1802/32855.

MLA Handbook (7th Edition):

Baluyot, Siegfred Alan C. “On the zeros of Riemann's zeta-function.” 2017. Web. 03 Dec 2020.

Vancouver:

Baluyot SAC. On the zeros of Riemann's zeta-function. [Internet] [Doctoral dissertation]. University of Rochester; 2017. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/1802/32855.

Council of Science Editors:

Baluyot SAC. On the zeros of Riemann's zeta-function. [Doctoral Dissertation]. University of Rochester; 2017. Available from: http://hdl.handle.net/1802/32855


Dalhousie University

3. Mantha, Christopher. Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 This study is motivated to investigate the behaviour and strength of beams with only discrete torsional bracing. The experimental program of a scaled twin-girder system… (more)

Subjects/Keywords: Lateral-torsional buckling; Twin girder systems; Discrete torsional bracing; Effective length modifier; Ideal torsional brace stiffness; Critical moment

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APA (6th Edition):

Mantha, C. (2014). Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/53981

Chicago Manual of Style (16th Edition):

Mantha, Christopher. “Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces.” 2014. Masters Thesis, Dalhousie University. Accessed December 03, 2020. http://hdl.handle.net/10222/53981.

MLA Handbook (7th Edition):

Mantha, Christopher. “Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces.” 2014. Web. 03 Dec 2020.

Vancouver:

Mantha C. Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10222/53981.

Council of Science Editors:

Mantha C. Behaviour and Strength of Steel Twin Girder Systems with Torsional Braces. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/53981


Addis Ababa University

4. ABRHAM, EWNETIE. INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM-COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES .

Degree: 2012, Addis Ababa University

 Although Ethiopian Building Code Standard, EBCS-2, is based on the Eurocode, EC-2, there are some clear differences between the two codes, most notably, with respect… (more)

Subjects/Keywords: Sway frames; slender columns; substitute beam-column frame; ETABS; critical load; sway moment magnification; second-order analysis

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APA (6th Edition):

ABRHAM, E. (2012). INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM-COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4389

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):

ABRHAM, EWNETIE. “INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM-COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES .” 2012. Thesis, Addis Ababa University. Accessed December 03, 2020. http://etd.aau.edu.et/dspace/handle/123456789/4389.

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

MLA Handbook (7th Edition):

ABRHAM, EWNETIE. “INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM-COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES .” 2012. Web. 03 Dec 2020.

Vancouver:

ABRHAM E. INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM-COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2020 Dec 03]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4389.

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

Council of Science Editors:

ABRHAM E. INVESTIGATION ON APPLICABILITY OF SUBSTITUTE BEAM-COLUMN FRAME FOR DESIGN OF REINFORCED CONCRETE SWAY FRAMES . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4389

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


Université de Bordeaux I

5. Abd Ghani, Murad. Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices.

Degree: Docteur es, Sciences physique et de l'ingénieur. Science du bois, 2008, Université de Bordeaux I

L’impact de la perte racinaire sur l’ancrage d’Eugenia grandis Wight et de Pinus pinaster Ait ainsi que la capacité de trois différentes espèces d’arbres (Fagus… (more)

Subjects/Keywords: Biomécanique; Stabilité mécanique; Rigidité rotationnelle d’ancrage; Tests de treuillage; Moment de rotation critique; Tranchée tangentielle; Eboulement; Biomechanics; Anchorage rotational stiffness; Critical turning moment; Rockfall; Mechanical stability and winching and trenching tests

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APA (6th Edition):

Abd Ghani, M. (2008). Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices. (Doctoral Dissertation). Université de Bordeaux I. Retrieved from http://www.theses.fr/2008BOR13634

Chicago Manual of Style (16th Edition):

Abd Ghani, Murad. “Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices.” 2008. Doctoral Dissertation, Université de Bordeaux I. Accessed December 03, 2020. http://www.theses.fr/2008BOR13634.

MLA Handbook (7th Edition):

Abd Ghani, Murad. “Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices.” 2008. Web. 03 Dec 2020.

Vancouver:

Abd Ghani M. Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices. [Internet] [Doctoral dissertation]. Université de Bordeaux I; 2008. [cited 2020 Dec 03]. Available from: http://www.theses.fr/2008BOR13634.

Council of Science Editors:

Abd Ghani M. Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices. [Doctoral Dissertation]. Université de Bordeaux I; 2008. Available from: http://www.theses.fr/2008BOR13634


Brno University of Technology

6. Formánek, Pavel. Statické řešení monolitické železobetonové konstrukce: Static solution of monolithic reinforced concrete structure.

Degree: 2020, Brno University of Technology

 Bachelor thesis is dealing with design and assessment of reinforced concrete, ceiling slab, statically solved by two - way slab. Specialized software were used in… (more)

Subjects/Keywords: Železobetónová konštrukcia Betón Ocelová výstuž Stĺp Interakčný diagram Moment Pretlačenie stropnej dosky Statický výpočet Medzné stavy; Reinfoced concrete structure Concrete Steel reinforcement Column Interaction diagram Moment Obliteration of the ceiling slab Structural analysis Critical states

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APA (6th Edition):

Formánek, P. (2020). Statické řešení monolitické železobetonové konstrukce: Static solution of monolithic reinforced concrete structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42234

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):

Formánek, Pavel. “Statické řešení monolitické železobetonové konstrukce: Static solution of monolithic reinforced concrete structure.” 2020. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/42234.

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

MLA Handbook (7th Edition):

Formánek, Pavel. “Statické řešení monolitické železobetonové konstrukce: Static solution of monolithic reinforced concrete structure.” 2020. Web. 03 Dec 2020.

Vancouver:

Formánek P. Statické řešení monolitické železobetonové konstrukce: Static solution of monolithic reinforced concrete structure. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/42234.

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

Council of Science Editors:

Formánek P. Statické řešení monolitické železobetonové konstrukce: Static solution of monolithic reinforced concrete structure. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/42234

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


Brno University of Technology

7. Stehno, Pavel. Statické řešení monolitické železobetonové konstrukce: Statical solution of reinforced concrete structure.

Degree: 2019, Brno University of Technology

 In this bachelor thesis I study designing and appraising monolithic ceiling slab, which is statically solved by two - way slab. In order to dimension… (more)

Subjects/Keywords: Technická zpráva; Železobetonové konstrukce; Beton; Ocelová výztuž; Mezní stavy; Statický výpočet; Dimenzování; Ohybový moment; Protlačení stropní desky; Průhyb stropní desky; Technical report; Reinforced concrete structures; Concrete; Steel reinforcement; Critical states; Structural analysis; Dimension; Bending moment; Pushing through the ceiling slab; Sagging of the ceiling slab

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

APA (6th Edition):

Stehno, P. (2019). Statické řešení monolitické železobetonové konstrukce: Statical solution of reinforced concrete structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/17026

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):

Stehno, Pavel. “Statické řešení monolitické železobetonové konstrukce: Statical solution of reinforced concrete structure.” 2019. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/17026.

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

MLA Handbook (7th Edition):

Stehno, Pavel. “Statické řešení monolitické železobetonové konstrukce: Statical solution of reinforced concrete structure.” 2019. Web. 03 Dec 2020.

Vancouver:

Stehno P. Statické řešení monolitické železobetonové konstrukce: Statical solution of reinforced concrete structure. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/17026.

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

Council of Science Editors:

Stehno P. Statické řešení monolitické železobetonové konstrukce: Statical solution of reinforced concrete structure. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/17026

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


Brno University of Technology

8. Slanina, Bohumil. Železobetonová stropní konstrukce administrativní budovy firmy: Reinforced concrete ceiling of.

Degree: 2019, Brno University of Technology

The bachelor thesis describes static analysis and design of reinforced monolithic concrete structure office building. The goal is verify dimensions of submitted project and design the reinforced concrete slab. The slab is situated above the first floor. Advisors/Committee Members: Laníková, Ivana (advisor), Šimůnek, Petr (referee).

Subjects/Keywords: Železobetonová konstrukce; beton; kritické stavy; strukturní analýza; železobetonová deska; rozměr; ohybový moment; zatížení; zatěžovací stavy; vnitřní síly; schéma výztuže; výkresová dokumentace; SCIA; Reinforced concrete structures; concrete; critical states; structural analysis; reinforced concrete slab; dimension; bending moment; load; load cases; internal forces; scheme of reinforcement; drawing documentation; SCIA

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APA (6th Edition):

Slanina, B. (2019). Železobetonová stropní konstrukce administrativní budovy firmy: Reinforced concrete ceiling of. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35138

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):

Slanina, Bohumil. “Železobetonová stropní konstrukce administrativní budovy firmy: Reinforced concrete ceiling of.” 2019. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/35138.

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

MLA Handbook (7th Edition):

Slanina, Bohumil. “Železobetonová stropní konstrukce administrativní budovy firmy: Reinforced concrete ceiling of.” 2019. Web. 03 Dec 2020.

Vancouver:

Slanina B. Železobetonová stropní konstrukce administrativní budovy firmy: Reinforced concrete ceiling of. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/35138.

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

Council of Science Editors:

Slanina B. Železobetonová stropní konstrukce administrativní budovy firmy: Reinforced concrete ceiling of. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/35138

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

9. Felipe Ozório Monteiro da Gama. Avaliação numérica de estabilidade lateral de vigas casteladas.

Degree: Master, 2011, Universidade do Estado do Rio de Janeiro

Restrições de espaço e altura são frequentemente impostas às edificações residenciais, comerciais, industriais, depósitos e galpões com um ou diversos pavimentos em função de aspectos… (more)

Subjects/Keywords: Flambagem lateral com torção; Estabilidade lateral; Momento crítico; Aberturas na alma; Vigas casteladas; Lateral stability; Lateral torsional buckling; Critical moment; Web opens; Castellated beams; ENGENHARIA CIVIL

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APA (6th Edition):

Gama, F. O. M. d. (2011). Avaliação numérica de estabilidade lateral de vigas casteladas. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4090 ;

Chicago Manual of Style (16th Edition):

Gama, Felipe Ozório Monteiro da. “Avaliação numérica de estabilidade lateral de vigas casteladas.” 2011. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed December 03, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4090 ;.

MLA Handbook (7th Edition):

Gama, Felipe Ozório Monteiro da. “Avaliação numérica de estabilidade lateral de vigas casteladas.” 2011. Web. 03 Dec 2020.

Vancouver:

Gama FOMd. Avaliação numérica de estabilidade lateral de vigas casteladas. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2011. [cited 2020 Dec 03]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4090 ;.

Council of Science Editors:

Gama FOMd. Avaliação numérica de estabilidade lateral de vigas casteladas. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2011. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=4090 ;


North Carolina State University

10. Thomson, Nikkala. Pair-edge Approximation for Heterogeneous Lattice Population Models.

Degree: MS, Biomathematics, 2002, North Carolina State University

 To increase the analytical tractability of lattice stochastic spatial population models, several approximations have been developed. The pair-edge approximation is a moment-closure method that is… (more)

Subjects/Keywords: invasion speed; critical birth rate; pair-edge approximation; lattice models; moment-closure

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APA (6th Edition):

Thomson, N. (2002). Pair-edge Approximation for Heterogeneous Lattice Population Models. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/33

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):

Thomson, Nikkala. “Pair-edge Approximation for Heterogeneous Lattice Population Models.” 2002. Thesis, North Carolina State University. Accessed December 03, 2020. http://www.lib.ncsu.edu/resolver/1840.16/33.

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

MLA Handbook (7th Edition):

Thomson, Nikkala. “Pair-edge Approximation for Heterogeneous Lattice Population Models.” 2002. Web. 03 Dec 2020.

Vancouver:

Thomson N. Pair-edge Approximation for Heterogeneous Lattice Population Models. [Internet] [Thesis]. North Carolina State University; 2002. [cited 2020 Dec 03]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/33.

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

Council of Science Editors:

Thomson N. Pair-edge Approximation for Heterogeneous Lattice Population Models. [Thesis]. North Carolina State University; 2002. Available from: http://www.lib.ncsu.edu/resolver/1840.16/33

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


Linköping University

11. Lundberg, David. Makt och förändring.

Degree: Management and Economics, 2005, Linköping University

Bakgrund: Förändringar kan ses som ett naturligt inslag i dagens samhälle. Vi argumenterar för att organisationer verkar i en föränderlig miljö och studerar vilka… (more)

Subjects/Keywords: Change; power; critical moments; Förändring; Makt; kritiska moment; Foucault; Business studies; Företagsekonomi

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APA (6th Edition):

Lundberg, D. (2005). Makt och förändring. (Thesis). Linköping University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-4858

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):

Lundberg, David. “Makt och förändring.” 2005. Thesis, Linköping University. Accessed December 03, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-4858.

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

MLA Handbook (7th Edition):

Lundberg, David. “Makt och förändring.” 2005. Web. 03 Dec 2020.

Vancouver:

Lundberg D. Makt och förändring. [Internet] [Thesis]. Linköping University; 2005. [cited 2020 Dec 03]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-4858.

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

Council of Science Editors:

Lundberg D. Makt och förändring. [Thesis]. Linköping University; 2005. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-4858

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


Brno University of Technology

12. Pokorný, Jan. Rozbor možností určení kritické síly vzpěru u šroubovitého prutu: Analysis of possibilities of solution of buckling of a screw-shaped beam.

Degree: 2019, Brno University of Technology

 Bachelor’s thesis deals with the effect of the pretwist of a column on the increase in buckling load and also focuses on a column with… (more)

Subjects/Keywords: Vzpěrná stabilita; kritická síla; prut; šroubovitý prut; osazený prut; prizmatický prut; kvadratický moment; ohybová tuhost; rovnice průhybové čáry; volný prut; zvýšení kritické síly; numerické řešení; Newtonova metoda; Buckling; critical load; column; rod; pretwisted beam; two-segment column; Euler column; cross section; second moment of inertia; flexural rigidity; free-standing; increase of first buckling load; large deformation; numerical solution; Newton‘s method

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APA (6th Edition):

Pokorný, J. (2019). Rozbor možností určení kritické síly vzpěru u šroubovitého prutu: Analysis of possibilities of solution of buckling of a screw-shaped beam. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/60207

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):

Pokorný, Jan. “Rozbor možností určení kritické síly vzpěru u šroubovitého prutu: Analysis of possibilities of solution of buckling of a screw-shaped beam.” 2019. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/60207.

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

MLA Handbook (7th Edition):

Pokorný, Jan. “Rozbor možností určení kritické síly vzpěru u šroubovitého prutu: Analysis of possibilities of solution of buckling of a screw-shaped beam.” 2019. Web. 03 Dec 2020.

Vancouver:

Pokorný J. Rozbor možností určení kritické síly vzpěru u šroubovitého prutu: Analysis of possibilities of solution of buckling of a screw-shaped beam. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/60207.

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

Council of Science Editors:

Pokorný J. Rozbor možností určení kritické síly vzpěru u šroubovitého prutu: Analysis of possibilities of solution of buckling of a screw-shaped beam. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/60207

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


Brno University of Technology

13. Slanina, Bohumil. Rámová konstrukce atypického půdorysu: The Frame Construction of Atypical Floor Plan.

Degree: 2020, Brno University of Technology

 The thesis describes the analysis and design part of reinforced concrete frame structure. Calculation was made by program SCIA Engineer and verified by manual calculations… (more)

Subjects/Keywords: Železobetonová konstrukce; beton; kritické stavy; strukturní analýza; železobetonová deska; rozměr; ohybový moment; zatížení; zatěžovací stavy; vnitřní síly; schéma výztuže; výkresová dokumentace; SCIA; nosník; rámová konstrukce; Reinforced concrete structures; concrete; critical states; structural analysis; reinforced concrete slab; dimension; bending moment; load; load cases; internal forces; scheme of reinforcement; drawing documentation; SCIA; girder; frame structure

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

APA (6th Edition):

Slanina, B. (2020). Rámová konstrukce atypického půdorysu: The Frame Construction of Atypical Floor Plan. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57603

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):

Slanina, Bohumil. “Rámová konstrukce atypického půdorysu: The Frame Construction of Atypical Floor Plan.” 2020. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/57603.

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

MLA Handbook (7th Edition):

Slanina, Bohumil. “Rámová konstrukce atypického půdorysu: The Frame Construction of Atypical Floor Plan.” 2020. Web. 03 Dec 2020.

Vancouver:

Slanina B. Rámová konstrukce atypického půdorysu: The Frame Construction of Atypical Floor Plan. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/57603.

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

Council of Science Editors:

Slanina B. Rámová konstrukce atypického půdorysu: The Frame Construction of Atypical Floor Plan. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57603

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


Mid Sweden University

14. Lahti, Jan. Från marginalparti till vågmästare : En studie över Sverigedemokraternas väg till riksdagen.

Degree: Social Sciences, 2011, Mid Sweden University

Sverigedemokraterna är det enda partiet i Sverige som ökat antalet röster på alla nivåer sedan bildandet. Syftet med denna uppsats är att försöka identifiera… (more)

Subjects/Keywords: Sweden Democrats; critical junctures; diffusion processes; the four percent threshold; populism; Sverigedemokraterna; formativa moment; diffusionsprocesser; fyraprocentsspärren; populism; Political Science (excluding Public Administration Studies and Globalisation Studies); Statsvetenskap (exklusive studier av offentlig förvaltning och globaliseringsstudier)

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

APA (6th Edition):

Lahti, J. (2011). Från marginalparti till vågmästare : En studie över Sverigedemokraternas väg till riksdagen. (Thesis). Mid Sweden University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-14143

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):

Lahti, Jan. “Från marginalparti till vågmästare : En studie över Sverigedemokraternas väg till riksdagen.” 2011. Thesis, Mid Sweden University. Accessed December 03, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-14143.

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

MLA Handbook (7th Edition):

Lahti, Jan. “Från marginalparti till vågmästare : En studie över Sverigedemokraternas väg till riksdagen.” 2011. Web. 03 Dec 2020.

Vancouver:

Lahti J. Från marginalparti till vågmästare : En studie över Sverigedemokraternas väg till riksdagen. [Internet] [Thesis]. Mid Sweden University; 2011. [cited 2020 Dec 03]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-14143.

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

Council of Science Editors:

Lahti J. Från marginalparti till vågmästare : En studie över Sverigedemokraternas väg till riksdagen. [Thesis]. Mid Sweden University; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-14143

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


University of Pretoria

15. [No author]. ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans) .

Degree: 2006, University of Pretoria

 Relatively few people occupy formal leadership positions in their lives. Yet everyone must make decisions in the context of their different roles in life and… (more)

Subjects/Keywords: Preadolescent leadership; Leadership behavior; Learners' council; Prefect system; Primary school leaders; Preadolescent development; Critical development moment; Leadership models; Tasks of leaders; Qualitative research; UCTD

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

APA (6th Edition):

author], [. (2006). ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans) . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-09192005-155942/

Chicago Manual of Style (16th Edition):

author], [No. “‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans) .” 2006. Doctoral Dissertation, University of Pretoria. Accessed December 03, 2020. http://upetd.up.ac.za/thesis/available/etd-09192005-155942/.

MLA Handbook (7th Edition):

author], [No. “‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans) .” 2006. Web. 03 Dec 2020.

Vancouver:

author] [. ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans) . [Internet] [Doctoral dissertation]. University of Pretoria; 2006. [cited 2020 Dec 03]. Available from: http://upetd.up.ac.za/thesis/available/etd-09192005-155942/.

Council of Science Editors:

author] [. ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans) . [Doctoral Dissertation]. University of Pretoria; 2006. Available from: http://upetd.up.ac.za/thesis/available/etd-09192005-155942/


University of Pretoria

16. Liebenberg, Jacobus Johannes. ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans).

Degree: Psychology, 2006, University of Pretoria

 Relatively few people occupy formal leadership positions in their lives. Yet everyone must make decisions in the context of their different roles in life and… (more)

Subjects/Keywords: Preadolescent leadership; Leadership behavior; Learners' council; Prefect system; Primary school leaders; Preadolescent development; Critical development moment; Leadership models; Tasks of leaders; Qualitative research; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Liebenberg, J. (2006). ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans). (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/28032

Chicago Manual of Style (16th Edition):

Liebenberg, Jacobus. “‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans).” 2006. Doctoral Dissertation, University of Pretoria. Accessed December 03, 2020. http://hdl.handle.net/2263/28032.

MLA Handbook (7th Edition):

Liebenberg, Jacobus. “‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans).” 2006. Web. 03 Dec 2020.

Vancouver:

Liebenberg J. ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans). [Internet] [Doctoral dissertation]. University of Pretoria; 2006. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/2263/28032.

Council of Science Editors:

Liebenberg J. ‘n Kwalitatiewe evaluering van leierskapmodelle vir preadolessente (Afrikaans). [Doctoral Dissertation]. University of Pretoria; 2006. Available from: http://hdl.handle.net/2263/28032


Brno University of Technology

17. Aboelhassan, Mustafa Osman Elrayah. Robustní řízení synchronního stroje s permanentními magnety a spínaným tokem: Fault-Tolerant Control of a Flux-switching Permanent Magnet Synchronous Machine.

Degree: 2018, Brno University of Technology

 It has become clear that the most successful design approach involves a multiple phase drive in which each phase may be regarded as a single-module.… (more)

Subjects/Keywords: Letecký; Vysokorychlostní; Nadbytek; Odolné proti poruchám; Frekvenční měniče; Odolnost vůči poruchám stroje; Dvojité trojfázové stroje; Pulzní tok permanentní magnety synchronního stroje; Vícefázové motory; Vícefázové pohony; Vektorové řízení; Polem orientované vektorové řízení; Pulsní šířková modulace; Napěťový měnič; Synchronní stroj s permanentními magnety; Servomotor; Nelineární řízení; Řízení zpětnou vazbou; Polohové řízení; Řízení rychlosti; Proudová regulace; Zpětný náraz; Regulace odbuzováním; Normální provozní podmínky; Chybový provozní stav; Porucha naprázdno; Porucha zkratem; Jednofázové poruchy; Nerovnováha tří fází; Brzdný moment; Bezpečnostně kritické aplikace.; Aerospace; High speed; Redundancy; Fault-Tolerant; AC motor drives; Fault-Tolerant machines; Dual three-phase machines; Flux-Switching permanent magnet synchronous machine (FS-PMSM); Multi-phase motors; Multi-phase drives; Vector-control; Field-oriented vector-control; Pulse-width modulation (PWM); Voltage source inverter (VSI); Permanent magnet synchronous machine (PMSM); Servomotor; Nonlinear-control; Feedback-control; Position control; Speed control; Current control; Backlash; Field-weakening control; Normal-operating condition (Healthy); Faulty-operating condition (Unhealthy); Open-circuit fault; Short-circuit fault; Single-phase fault; Balance three-phase fault; Braking torque; Safety-critical application.

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

APA (6th Edition):

Aboelhassan, M. O. E. (2018). Robustní řízení synchronního stroje s permanentními magnety a spínaným tokem: Fault-Tolerant Control of a Flux-switching Permanent Magnet Synchronous Machine. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/23746

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):

Aboelhassan, Mustafa Osman Elrayah. “Robustní řízení synchronního stroje s permanentními magnety a spínaným tokem: Fault-Tolerant Control of a Flux-switching Permanent Magnet Synchronous Machine.” 2018. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/23746.

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

MLA Handbook (7th Edition):

Aboelhassan, Mustafa Osman Elrayah. “Robustní řízení synchronního stroje s permanentními magnety a spínaným tokem: Fault-Tolerant Control of a Flux-switching Permanent Magnet Synchronous Machine.” 2018. Web. 03 Dec 2020.

Vancouver:

Aboelhassan MOE. Robustní řízení synchronního stroje s permanentními magnety a spínaným tokem: Fault-Tolerant Control of a Flux-switching Permanent Magnet Synchronous Machine. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/23746.

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

Council of Science Editors:

Aboelhassan MOE. Robustní řízení synchronního stroje s permanentními magnety a spínaným tokem: Fault-Tolerant Control of a Flux-switching Permanent Magnet Synchronous Machine. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/23746

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

.