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You searched for subject:(structural mechanics). Showing records 1 – 14 of 14 total matches.

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ETH Zürich

1. Beck, Max. Knickung gerader Stäbe durch Druck und konservative Torsion.

Degree: 1955, ETH Zürich

Subjects/Keywords: DRUCK (MECHANIK); KNICKUNG, EULERSCHE FORMEL (MECHANIK); TORSIONSSTÄBE (BAUSTATIK); PRESSURE (MECHANICS); BUCKLING, EULER FORMULA (MECHANICS); TORSIONAL BARS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/530; Physics

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APA (6th Edition):

Beck, M. (1955). Knickung gerader Stäbe durch Druck und konservative Torsion. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134929

Chicago Manual of Style (16th Edition):

Beck, Max. “Knickung gerader Stäbe durch Druck und konservative Torsion.” 1955. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/134929.

MLA Handbook (7th Edition):

Beck, Max. “Knickung gerader Stäbe durch Druck und konservative Torsion.” 1955. Web. 18 Jan 2020.

Vancouver:

Beck M. Knickung gerader Stäbe durch Druck und konservative Torsion. [Internet] [Doctoral dissertation]. ETH Zürich; 1955. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/134929.

Council of Science Editors:

Beck M. Knickung gerader Stäbe durch Druck und konservative Torsion. [Doctoral Dissertation]. ETH Zürich; 1955. Available from: http://hdl.handle.net/20.500.11850/134929


ETH Zürich

2. Voellmy, Adolf. Eingebettete Rohre.

Degree: 1937, ETH Zürich

Subjects/Keywords: ROHRE (BAUSTATIK); ERDDRUCK (BODENMECHANIK); ERDDRUCKMESSUNGEN (BODENMECHANIK); ELASTISCHE BETTUNG + ELASTISCHE AUFLAGER (BAUSTATIK); SPANNUNGSBERECHNUNGEN (BAUSTATIK); PIPES (STRUCTURAL ANALYSIS); EARTH PRESSURE (SOIL MECHANICS); EARTH PRESSURE MEASUREMENTS (SOIL MECHANICS); ELASTIC BEDDING + ELASTIC BEARING (STRUCTURAL ANALYSIS); STRESS ANALYSIS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Voellmy, A. (1937). Eingebettete Rohre. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135037

Chicago Manual of Style (16th Edition):

Voellmy, Adolf. “Eingebettete Rohre.” 1937. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/135037.

MLA Handbook (7th Edition):

Voellmy, Adolf. “Eingebettete Rohre.” 1937. Web. 18 Jan 2020.

Vancouver:

Voellmy A. Eingebettete Rohre. [Internet] [Doctoral dissertation]. ETH Zürich; 1937. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/135037.

Council of Science Editors:

Voellmy A. Eingebettete Rohre. [Doctoral Dissertation]. ETH Zürich; 1937. Available from: http://hdl.handle.net/20.500.11850/135037


ETH Zürich

3. Jain, Shobhit. Some Themes in Nonlinear Model Reduction with Applications to Structural Dynamics.

Degree: 2019, ETH Zürich

Subjects/Keywords: Model reduction; hyper-reduction; Structural dynamics; Modal analysis; Thermo-mechanics; Quadratic manifold; Modal derivatives; Spectral submanifolds (SSM); Nonlinear normal modes; Slow-fast decomposition (SFD); EECSW

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APA (6th Edition):

Jain, S. (2019). Some Themes in Nonlinear Model Reduction with Applications to Structural Dynamics. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/379245

Chicago Manual of Style (16th Edition):

Jain, Shobhit. “Some Themes in Nonlinear Model Reduction with Applications to Structural Dynamics.” 2019. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/379245.

MLA Handbook (7th Edition):

Jain, Shobhit. “Some Themes in Nonlinear Model Reduction with Applications to Structural Dynamics.” 2019. Web. 18 Jan 2020.

Vancouver:

Jain S. Some Themes in Nonlinear Model Reduction with Applications to Structural Dynamics. [Internet] [Doctoral dissertation]. ETH Zürich; 2019. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/379245.

Council of Science Editors:

Jain S. Some Themes in Nonlinear Model Reduction with Applications to Structural Dynamics. [Doctoral Dissertation]. ETH Zürich; 2019. Available from: http://hdl.handle.net/20.500.11850/379245


ETH Zürich

4. Pasternak, Peter. Der abgekürzte Gauss'sche Algorithmus als eine einheitliche Grundlage in der Baustatik.

Degree: 1926, ETH Zürich

Subjects/Keywords: BAUSTATISCHE BERECHNUNG (BAUSTATIK); STATISCH UNBESTIMMTE BAUKONSTRUKTIONEN (BAUSTATIK); DURCHLAUFTRÄGER (BAUSTATIK); GRAPHISCHE STATIK + ANALYTISCHE STATIK (MECHANIK); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); STATICALLY INDETERMINATE STRUCTURES (STRUCTURAL ANALYSIS); CONTINUOUS GIRDERS + CONTINUOUS BEAMS (STRUCTURAL ANALYSIS); GRAPHICAL STATICS + ANALYTICAL STATICS (MECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Pasternak, P. (1926). Der abgekürzte Gauss'sche Algorithmus als eine einheitliche Grundlage in der Baustatik. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135289

Chicago Manual of Style (16th Edition):

Pasternak, Peter. “Der abgekürzte Gauss'sche Algorithmus als eine einheitliche Grundlage in der Baustatik.” 1926. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/135289.

MLA Handbook (7th Edition):

Pasternak, Peter. “Der abgekürzte Gauss'sche Algorithmus als eine einheitliche Grundlage in der Baustatik.” 1926. Web. 18 Jan 2020.

Vancouver:

Pasternak P. Der abgekürzte Gauss'sche Algorithmus als eine einheitliche Grundlage in der Baustatik. [Internet] [Doctoral dissertation]. ETH Zürich; 1926. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/135289.

Council of Science Editors:

Pasternak P. Der abgekürzte Gauss'sche Algorithmus als eine einheitliche Grundlage in der Baustatik. [Doctoral Dissertation]. ETH Zürich; 1926. Available from: http://hdl.handle.net/20.500.11850/135289


ETH Zürich

5. Schrems, Maximilian. Zur Erweiterung der „grafischen Statik“ in die dritte Dimension.

Degree: 2016, ETH Zürich

Subjects/Keywords: PROJEKTIERUNG, ENTWURF, PLANUNG (ARCHITEKTUR); GRAPHICAL STATICS + ANALYTICAL STATICS (MECHANICS); GRAPHISCHE STATIK + ANALYTISCHE STATIK (MECHANIK); STRUCTURAL DESIGN (STRUCTURAL ANALYSIS); TRAGWERKSENTWURF (BAUSTATIK); PROJECT, DESIGN, PLANNING (ARCHITECTURE); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/720; Engineering & allied operations; Architecture

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APA (6th Edition):

Schrems, M. (2016). Zur Erweiterung der „grafischen Statik“ in die dritte Dimension. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/114357

Chicago Manual of Style (16th Edition):

Schrems, Maximilian. “Zur Erweiterung der „grafischen Statik“ in die dritte Dimension.” 2016. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/114357.

MLA Handbook (7th Edition):

Schrems, Maximilian. “Zur Erweiterung der „grafischen Statik“ in die dritte Dimension.” 2016. Web. 18 Jan 2020.

Vancouver:

Schrems M. Zur Erweiterung der „grafischen Statik“ in die dritte Dimension. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/114357.

Council of Science Editors:

Schrems M. Zur Erweiterung der „grafischen Statik“ in die dritte Dimension. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/114357


ETH Zürich

6. Basol, Altug M. Turbine Design Optimizations using High Fidelity CFD.

Degree: 2014, ETH Zürich

Subjects/Keywords: COMPUTATIONAL FLUID DYNAMICS (FLUIDMECHANIK); STRUKTUROPTIMIERUNG (INGENIEURWESEN); STRUCTURAL OPTIMIZATION (ENGINEERING); COMPUTATIONAL FLUID DYNAMICS (FLUID MECHANICS); GASTURBINEN (VERBRENNUNGSKRAFTMASCHINEN); GAS TURBINES, COMBUSTION TURBINES (INTERNAL COMBUSTION ENGINES); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/530; Engineering & allied operations; Physics

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APA (6th Edition):

Basol, A. M. (2014). Turbine Design Optimizations using High Fidelity CFD. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/97455

Chicago Manual of Style (16th Edition):

Basol, Altug M. “Turbine Design Optimizations using High Fidelity CFD.” 2014. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/97455.

MLA Handbook (7th Edition):

Basol, Altug M. “Turbine Design Optimizations using High Fidelity CFD.” 2014. Web. 18 Jan 2020.

Vancouver:

Basol AM. Turbine Design Optimizations using High Fidelity CFD. [Internet] [Doctoral dissertation]. ETH Zürich; 2014. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/97455.

Council of Science Editors:

Basol AM. Turbine Design Optimizations using High Fidelity CFD. [Doctoral Dissertation]. ETH Zürich; 2014. Available from: http://hdl.handle.net/20.500.11850/97455


ETH Zürich

7. Eugster, Simon R. On the Foundations of Continuum Mechanics and its Application to Beam Theories.

Degree: 2014, ETH Zürich

Subjects/Keywords: MECHANIK DER KONTINUA; BRUCHFESTIGKEIT (ELASTOMECHANIK); CONTINUUM MECHANICS; BALKEN + TRÄGER (BAUSTATIK); BREAKING STRENGTH (ELASTOMECHANICS); ELASTOMECHANIK; BEAMS (STRUCTURAL ANALYSIS); ELASTOMECHANICS; info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/530; Engineering & allied operations; Engineering & allied operations; Physics

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APA (6th Edition):

Eugster, S. R. (2014). On the Foundations of Continuum Mechanics and its Application to Beam Theories. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/90522

Chicago Manual of Style (16th Edition):

Eugster, Simon R. “On the Foundations of Continuum Mechanics and its Application to Beam Theories.” 2014. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/90522.

MLA Handbook (7th Edition):

Eugster, Simon R. “On the Foundations of Continuum Mechanics and its Application to Beam Theories.” 2014. Web. 18 Jan 2020.

Vancouver:

Eugster SR. On the Foundations of Continuum Mechanics and its Application to Beam Theories. [Internet] [Doctoral dissertation]. ETH Zürich; 2014. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/90522.

Council of Science Editors:

Eugster SR. On the Foundations of Continuum Mechanics and its Application to Beam Theories. [Doctoral Dissertation]. ETH Zürich; 2014. Available from: http://hdl.handle.net/20.500.11850/90522


ETH Zürich

8. Arnold, André. Tragverhalten von nicht starren Flachfundationen unter Berücksichtigung der lokalen Steifigkeitsverhältnisse.

Degree: 2011, ETH Zürich

Subjects/Keywords: STEIFIGKEIT (BAUSTATIK); SOIL-STRUCTURE INTERACTIONS (SOIL MECHANICS); FLACHGRÜNDUNGEN (GRUNDBAU); BODEN-BAUWERK-WECHSELWIRKUNGEN (BODENMECHANIK); RIGIDITY + STIFFNESS (STRUCTURAL ANALYSIS); DESIGN CONCEPTS + METHODS OF DIMENSIONING (ENGINEERING); BEMESSUNGSMETHODEN + BEMESSUNGSKONZEPTE (INGENIEURWESEN); FINITE-ELEMENTE-METHODE (NUMERISCHE MATHEMATIK); FINITE ELEMENT METHOD (NUMERICAL MATHEMATICS); SHALLOW FOUNDATIONS (FOUNDATION ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Arnold, A. (2011). Tragverhalten von nicht starren Flachfundationen unter Berücksichtigung der lokalen Steifigkeitsverhältnisse. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/104744

Chicago Manual of Style (16th Edition):

Arnold, André. “Tragverhalten von nicht starren Flachfundationen unter Berücksichtigung der lokalen Steifigkeitsverhältnisse.” 2011. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/104744.

MLA Handbook (7th Edition):

Arnold, André. “Tragverhalten von nicht starren Flachfundationen unter Berücksichtigung der lokalen Steifigkeitsverhältnisse.” 2011. Web. 18 Jan 2020.

Vancouver:

Arnold A. Tragverhalten von nicht starren Flachfundationen unter Berücksichtigung der lokalen Steifigkeitsverhältnisse. [Internet] [Doctoral dissertation]. ETH Zürich; 2011. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/104744.

Council of Science Editors:

Arnold A. Tragverhalten von nicht starren Flachfundationen unter Berücksichtigung der lokalen Steifigkeitsverhältnisse. [Doctoral Dissertation]. ETH Zürich; 2011. Available from: http://hdl.handle.net/20.500.11850/104744


ETH Zürich

9. Vrakas, Apostolos. Analysis of ground response and ground-support interaction in tunnelling considering large deformations.

Degree: 2016, ETH Zürich

Subjects/Keywords: CALCULATION OF STRAIN, DEFORMATION (STRUCTURAL ANALYSIS); TUNNELSTATIK (TUNNELBAU); PLASTISCHE FORMÄNDERUNG (ELASTOMECHANIK); TUNNEL ANALYSIS (TUNNELLING); GEBIRGSDRUCK (FELSMECHANIK); VERFORMUNGSBERECHNUNGEN (BAUSTATIK); COMPRESSIVE DEFORMATION (ELASTOMECHANICS); PLASTIC DEFORMATION (ELASTOMECHANICS); ROCK PRESSURE (ROCK MECHANICS); FORMÄNDERUNG DURCH ZUSAMMENDRÜCKEN (ELASTOMECHANIK); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; Engineering & allied operations; Earth sciences

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APA (6th Edition):

Vrakas, A. (2016). Analysis of ground response and ground-support interaction in tunnelling considering large deformations. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/122229

Chicago Manual of Style (16th Edition):

Vrakas, Apostolos. “Analysis of ground response and ground-support interaction in tunnelling considering large deformations.” 2016. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/122229.

MLA Handbook (7th Edition):

Vrakas, Apostolos. “Analysis of ground response and ground-support interaction in tunnelling considering large deformations.” 2016. Web. 18 Jan 2020.

Vancouver:

Vrakas A. Analysis of ground response and ground-support interaction in tunnelling considering large deformations. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/122229.

Council of Science Editors:

Vrakas A. Analysis of ground response and ground-support interaction in tunnelling considering large deformations. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/122229


ETH Zürich

10. Stucky, Alfred. Etude sur les barrages arqués.

Degree: 1922, ETH Zürich

Subjects/Keywords: BOGENSTAUMAUERN + GEWÖLBESTAUMAUERN (WASSERBAUTEN); BAUSTATISCHE BERECHNUNG (BAUSTATIK); SEILE + KETTENLINIE (MECHANIK); ARCH DAMS + VAULTED DAMS (HYDRAULIC STRUCTURES); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); ROPES + HANGING CHAINS (MECHANICS); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/624; Engineering & allied operations; Civil engineering

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APA (6th Edition):

Stucky, A. (1922). Etude sur les barrages arqués. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135209

Chicago Manual of Style (16th Edition):

Stucky, Alfred. “Etude sur les barrages arqués.” 1922. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/135209.

MLA Handbook (7th Edition):

Stucky, Alfred. “Etude sur les barrages arqués.” 1922. Web. 18 Jan 2020.

Vancouver:

Stucky A. Etude sur les barrages arqués. [Internet] [Doctoral dissertation]. ETH Zürich; 1922. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/135209.

Council of Science Editors:

Stucky A. Etude sur les barrages arqués. [Doctoral Dissertation]. ETH Zürich; 1922. Available from: http://hdl.handle.net/20.500.11850/135209


ETH Zürich

11. Kott, Alexander. Zum Trag- und Resttragverhalten von Verbundsicherheitsglas.

Degree: 2006, ETH Zürich

Subjects/Keywords: TRAGFÄHIGKEIT + BAUWERKSFESTIGKEIT (BAUSTATIK); VERBUNDSICHERHEITSGLAS, SPLITTERFREIES GLAS (GLASTECHNOLOGIE); BAUGLAS + FENSTERGLAS (BAUSTOFFE); BIEGEFESTIGKEITSPRÜFUNG (MATERIALPRÜFUNG); BRUCH, BRUCHGEFÜGE, BRUCHFESTIGKEIT (MATERIALPRÜFUNG); LOAD BEARING CAPACITY + STRUCTURAL STRENGTH (STRUCTURAL ANALYSIS); LAMINATED GLASS, SAFETY GLASS (GLASS TECHNOLOGY); BUILDING GLASS + WINDOW GLASS (BUILDING MATERIALS); BENDING STRENGTH TESTS, FLEXURE TESTING (MATERIALS TESTING); FRACTURE, FRACTURE MECHANICS (MATERIALS TESTING); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/690; Engineering & allied operations; Buildings

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APA (6th Edition):

Kott, A. (2006). Zum Trag- und Resttragverhalten von Verbundsicherheitsglas. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/149211

Chicago Manual of Style (16th Edition):

Kott, Alexander. “Zum Trag- und Resttragverhalten von Verbundsicherheitsglas.” 2006. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/149211.

MLA Handbook (7th Edition):

Kott, Alexander. “Zum Trag- und Resttragverhalten von Verbundsicherheitsglas.” 2006. Web. 18 Jan 2020.

Vancouver:

Kott A. Zum Trag- und Resttragverhalten von Verbundsicherheitsglas. [Internet] [Doctoral dissertation]. ETH Zürich; 2006. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/149211.

Council of Science Editors:

Kott A. Zum Trag- und Resttragverhalten von Verbundsicherheitsglas. [Doctoral Dissertation]. ETH Zürich; 2006. Available from: http://hdl.handle.net/20.500.11850/149211


ETH Zürich

12. Miah, Mohammad S. Semi-Active Control for Magnetorheological Dampers Via Coupling of System Identification Methods.

Degree: 2015, ETH Zürich

Subjects/Keywords: ADAPTIVE STRUKTUREN (INGENIEURWESEN); DÄMPFUNGSLAGER + ENERGIEABSORBER (BAUKONSTRUKTIONSVERBINDUNGEN); ADAPTIVE CONTROL SYSTEMS (AUTOMATIC CONTROL); DAMPING DEVICES + ENERGY ABSORBING DEVICES (STRUCTURAL CONNECTIONS); KALMAN-FILTER (THEORIE DER REGELUNGSSYSTEME); SHOCK ABSORBERS (MACHINE COMPONENTS); ADAPTIVE REGELSYSTEME (AUTOMATISCHE REGELUNG); ELECTRORHEOLOGY + ELECTROVISCOUS EFFECT (FLUID MECHANICS); ADAPTIVE STRUCTURES (ENGINEERING); ELEKTRORHEOLOGIE + ELEKTROVISKOSER EFFEKT (FLUIDMECHANIK); SCHWINGUNGSDÄMPFER, STOSSDÄMPFER (MASCHINENELEMENTE); KALMAN FILTERING (CONTROL SYSTEMS THEORY); info:eu-repo/classification/ddc/621.3; info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/620; Electric engineering; Engineering & allied operations; Engineering & allied operations

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APA (6th Edition):

Miah, M. S. (2015). Semi-Active Control for Magnetorheological Dampers Via Coupling of System Identification Methods. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/104962

Chicago Manual of Style (16th Edition):

Miah, Mohammad S. “Semi-Active Control for Magnetorheological Dampers Via Coupling of System Identification Methods.” 2015. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/104962.

MLA Handbook (7th Edition):

Miah, Mohammad S. “Semi-Active Control for Magnetorheological Dampers Via Coupling of System Identification Methods.” 2015. Web. 18 Jan 2020.

Vancouver:

Miah MS. Semi-Active Control for Magnetorheological Dampers Via Coupling of System Identification Methods. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/104962.

Council of Science Editors:

Miah MS. Semi-Active Control for Magnetorheological Dampers Via Coupling of System Identification Methods. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/104962


ETH Zürich

13. Studer, Christian Walter. Augmented Time-Stepping Integration of Non-Smooth Dynamical Systems.

Degree: 2008, ETH Zürich

 This thesis deals with the time integration of rigid mechanical systems with unilateral contacts and/or friction. Such systems are modeled within this thesis in a… (more)

Subjects/Keywords: MOTION OF SOLID BODIES (MECHANICS); BEWEGTE LASTEN + STOSSBELASTUNG (BAUSTATIK); BEWEGUNG UND STABILITÄT STARRER KÖRPER (MECHANIK); EFFECT OF IMPACTS + CONTACT PROBLEMS (ELASTOMECHANICS); NUMERISCHE SIMULATION UND MATHEMATISCHE MODELLRECHNUNG; NUMERICAL METHODS IN PHYSICS (NUMERICAL MATHEMATICS); DYNAMIC LOADS/STRUCTURAL ANALYSIS; NUMERICAL SIMULATION AND MATHEMATICAL MODELING; NUMERISCHE METHODEN IN DER PHYSIK (NUMERISCHE MATHEMATIK); STOSSWIRKUNGEN + KONTAKTPROBLEME (ELASTOMECHANIK); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/530; Engineering & allied operations; Physics

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APA (6th Edition):

Studer, C. W. (2008). Augmented Time-Stepping Integration of Non-Smooth Dynamical Systems. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/12322

Chicago Manual of Style (16th Edition):

Studer, Christian Walter. “Augmented Time-Stepping Integration of Non-Smooth Dynamical Systems.” 2008. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/12322.

MLA Handbook (7th Edition):

Studer, Christian Walter. “Augmented Time-Stepping Integration of Non-Smooth Dynamical Systems.” 2008. Web. 18 Jan 2020.

Vancouver:

Studer CW. Augmented Time-Stepping Integration of Non-Smooth Dynamical Systems. [Internet] [Doctoral dissertation]. ETH Zürich; 2008. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/12322.

Council of Science Editors:

Studer CW. Augmented Time-Stepping Integration of Non-Smooth Dynamical Systems. [Doctoral Dissertation]. ETH Zürich; 2008. Available from: http://hdl.handle.net/20.500.11850/12322


ETH Zürich

14. Brinkmann, Andreas. Untersuchungen zum mechanischen Verhalten von tonzementgebundenem Dichtwandmaterial für das Zweiphasenverfahren.

Degree: 2000, ETH Zürich

Subjects/Keywords: ABDICHTUNG VON ABFALLDEPONIEN; SCHLITZWÄNDE + DICHTUNGSWÄNDE (ERDBAU); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); MODELLSTATIK + EXPERIMENTELLE BAUSTATIK (BAUINGENIEURWESEN); LINING OF WASTE DISPOSAL SITES; DIAPHRAGM WALLS + CUT-OFF WALLS (EARTHWORK CONSTRUCTION); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); MODEL ANALYSIS OF STRUCTURES + EXPERIMENTAL STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/624; Engineering & allied operations; Civil engineering

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

APA (6th Edition):

Brinkmann, A. (2000). Untersuchungen zum mechanischen Verhalten von tonzementgebundenem Dichtwandmaterial für das Zweiphasenverfahren. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144873

Chicago Manual of Style (16th Edition):

Brinkmann, Andreas. “Untersuchungen zum mechanischen Verhalten von tonzementgebundenem Dichtwandmaterial für das Zweiphasenverfahren.” 2000. Doctoral Dissertation, ETH Zürich. Accessed January 18, 2020. http://hdl.handle.net/20.500.11850/144873.

MLA Handbook (7th Edition):

Brinkmann, Andreas. “Untersuchungen zum mechanischen Verhalten von tonzementgebundenem Dichtwandmaterial für das Zweiphasenverfahren.” 2000. Web. 18 Jan 2020.

Vancouver:

Brinkmann A. Untersuchungen zum mechanischen Verhalten von tonzementgebundenem Dichtwandmaterial für das Zweiphasenverfahren. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/20.500.11850/144873.

Council of Science Editors:

Brinkmann A. Untersuchungen zum mechanischen Verhalten von tonzementgebundenem Dichtwandmaterial für das Zweiphasenverfahren. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144873

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