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You searched for subject:(damping AND elastic properties of wood). Showing records 1 – 16 of 16 total matches.

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University of Canterbury

1. Hansen, Helge Johannes. Acoustic Studies on Wood.

Degree: School of Forestry, 2006, University of Canterbury

 Several acoustic techniques have been used to determine elastic and damping properties of trees, logs and beams. Time of flight (TOF) measurements in the outerwood… (more)

Subjects/Keywords: Acoustics; damping and elastic properties of wood; harmonics; (artificial) defects; pruning and thinning

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

APA (6th Edition):

Hansen, H. J. (2006). Acoustic Studies on Wood. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/1746

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):

Hansen, Helge Johannes. “Acoustic Studies on Wood.” 2006. Thesis, University of Canterbury. Accessed December 06, 2019. http://hdl.handle.net/10092/1746.

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

MLA Handbook (7th Edition):

Hansen, Helge Johannes. “Acoustic Studies on Wood.” 2006. Web. 06 Dec 2019.

Vancouver:

Hansen HJ. Acoustic Studies on Wood. [Internet] [Thesis]. University of Canterbury; 2006. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10092/1746.

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

Council of Science Editors:

Hansen HJ. Acoustic Studies on Wood. [Thesis]. University of Canterbury; 2006. Available from: http://hdl.handle.net/10092/1746

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


Georgia Tech

2. Farzbod, Farhad. Analysis of Bloch formalism in undamped and damped periodic structures.

Degree: PhD, Mechanical Engineering, 2010, Georgia Tech

 Bloch analysis was originally developed by Felix Bloch to solve Schrödinger's equation for the electron wave function in a periodic potential field, such as that… (more)

Subjects/Keywords: Spatial frequency band gap; Bloch; Damping; Elastic wave propagation; Bloch constant; Damping (Mechanics)

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APA (6th Edition):

Farzbod, F. (2010). Analysis of Bloch formalism in undamped and damped periodic structures. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/42885

Chicago Manual of Style (16th Edition):

Farzbod, Farhad. “Analysis of Bloch formalism in undamped and damped periodic structures.” 2010. Doctoral Dissertation, Georgia Tech. Accessed December 06, 2019. http://hdl.handle.net/1853/42885.

MLA Handbook (7th Edition):

Farzbod, Farhad. “Analysis of Bloch formalism in undamped and damped periodic structures.” 2010. Web. 06 Dec 2019.

Vancouver:

Farzbod F. Analysis of Bloch formalism in undamped and damped periodic structures. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1853/42885.

Council of Science Editors:

Farzbod F. Analysis of Bloch formalism in undamped and damped periodic structures. [Doctoral Dissertation]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/42885


University of British Columbia

3. Young, Herbert David. Controllable, non-oscillatory damping for deformable objects .

Degree: 2007, University of British Columbia

 This thesis presents a new method for the controllable damping of deformable objects. The method evolves from physically based techniques; however, it allows for non-physical,… (more)

Subjects/Keywords: damping; elastic; deformable; energy minimization

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APA (6th Edition):

Young, H. D. (2007). Controllable, non-oscillatory damping for deformable objects . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/217

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):

Young, Herbert David. “Controllable, non-oscillatory damping for deformable objects .” 2007. Thesis, University of British Columbia. Accessed December 06, 2019. http://hdl.handle.net/2429/217.

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

MLA Handbook (7th Edition):

Young, Herbert David. “Controllable, non-oscillatory damping for deformable objects .” 2007. Web. 06 Dec 2019.

Vancouver:

Young HD. Controllable, non-oscillatory damping for deformable objects . [Internet] [Thesis]. University of British Columbia; 2007. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2429/217.

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

Council of Science Editors:

Young HD. Controllable, non-oscillatory damping for deformable objects . [Thesis]. University of British Columbia; 2007. Available from: http://hdl.handle.net/2429/217

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

4. Poncet, Mélissa. Effet de l'incorporation de systèmes hybrides sur les propriétés mécaniques de matériaux composites à matrice époxyvinylester et polyester insaturé : Effect of the incorporation of hybrid systems on the mechanical properties of composite materials based on epoxy vinylester and unsaturated polyester matrices.

Degree: Docteur es, Sciences et génie des matériaux, 2013, Paris, ENMP

Ce travail de thèse porte sur l'élaboration d'un matériau composite à matrice thermodurcissable incorporant des renforts nanométriques et/ou une phase élastomère, permettant d'améliorersa rigidité, son… (more)

Subjects/Keywords: Module élastique; Amortissement; Résilience; Modèles d'homogénéisation; Analyse modale expérimentale; Montmorillonite; Elastic Modulus; Damping; Resilience; Homogenization models; Experimental modal analysis; Montmorillonite

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APA (6th Edition):

Poncet, M. (2013). Effet de l'incorporation de systèmes hybrides sur les propriétés mécaniques de matériaux composites à matrice époxyvinylester et polyester insaturé : Effect of the incorporation of hybrid systems on the mechanical properties of composite materials based on epoxy vinylester and unsaturated polyester matrices. (Doctoral Dissertation). Paris, ENMP. Retrieved from http://www.theses.fr/2013ENMP0025

Chicago Manual of Style (16th Edition):

Poncet, Mélissa. “Effet de l'incorporation de systèmes hybrides sur les propriétés mécaniques de matériaux composites à matrice époxyvinylester et polyester insaturé : Effect of the incorporation of hybrid systems on the mechanical properties of composite materials based on epoxy vinylester and unsaturated polyester matrices.” 2013. Doctoral Dissertation, Paris, ENMP. Accessed December 06, 2019. http://www.theses.fr/2013ENMP0025.

MLA Handbook (7th Edition):

Poncet, Mélissa. “Effet de l'incorporation de systèmes hybrides sur les propriétés mécaniques de matériaux composites à matrice époxyvinylester et polyester insaturé : Effect of the incorporation of hybrid systems on the mechanical properties of composite materials based on epoxy vinylester and unsaturated polyester matrices.” 2013. Web. 06 Dec 2019.

Vancouver:

Poncet M. Effet de l'incorporation de systèmes hybrides sur les propriétés mécaniques de matériaux composites à matrice époxyvinylester et polyester insaturé : Effect of the incorporation of hybrid systems on the mechanical properties of composite materials based on epoxy vinylester and unsaturated polyester matrices. [Internet] [Doctoral dissertation]. Paris, ENMP; 2013. [cited 2019 Dec 06]. Available from: http://www.theses.fr/2013ENMP0025.

Council of Science Editors:

Poncet M. Effet de l'incorporation de systèmes hybrides sur les propriétés mécaniques de matériaux composites à matrice époxyvinylester et polyester insaturé : Effect of the incorporation of hybrid systems on the mechanical properties of composite materials based on epoxy vinylester and unsaturated polyester matrices. [Doctoral Dissertation]. Paris, ENMP; 2013. Available from: http://www.theses.fr/2013ENMP0025


University of Colorado

5. Kathiria, Rushi Keshav. In-Situ Measurements of the Elastic Modulus of Zirconia Polycrystals Held in a State of Flash Induced by an Electric Field.

Degree: MS, 2018, University of Colorado

  A recently discovered sintering mechanism called flash sintering where densification of a green ceramic compact happens in seconds rather than hours is the interest… (more)

Subjects/Keywords: damping; elastic modulus; finite element analysis; flash sintering; in-situ measurement; zirconia; Materials Science and Engineering; Mechanical Engineering

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APA (6th Edition):

Kathiria, R. K. (2018). In-Situ Measurements of the Elastic Modulus of Zirconia Polycrystals Held in a State of Flash Induced by an Electric Field. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/mcen_gradetds/188

Chicago Manual of Style (16th Edition):

Kathiria, Rushi Keshav. “In-Situ Measurements of the Elastic Modulus of Zirconia Polycrystals Held in a State of Flash Induced by an Electric Field.” 2018. Masters Thesis, University of Colorado. Accessed December 06, 2019. https://scholar.colorado.edu/mcen_gradetds/188.

MLA Handbook (7th Edition):

Kathiria, Rushi Keshav. “In-Situ Measurements of the Elastic Modulus of Zirconia Polycrystals Held in a State of Flash Induced by an Electric Field.” 2018. Web. 06 Dec 2019.

Vancouver:

Kathiria RK. In-Situ Measurements of the Elastic Modulus of Zirconia Polycrystals Held in a State of Flash Induced by an Electric Field. [Internet] [Masters thesis]. University of Colorado; 2018. [cited 2019 Dec 06]. Available from: https://scholar.colorado.edu/mcen_gradetds/188.

Council of Science Editors:

Kathiria RK. In-Situ Measurements of the Elastic Modulus of Zirconia Polycrystals Held in a State of Flash Induced by an Electric Field. [Masters Thesis]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/mcen_gradetds/188

6. Olsson, Daniel. Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading.

Degree: Physics, 2012, Umeå University

  As many of the world’s nuclear power plants are near the end of their supposed life span a need arise to assess the components… (more)

Subjects/Keywords: Numerical simulations; elastic media; wave propagation; concrete; impact loading; energy absorbing boundaries; longitudinal; primary wave; secondary wave; shear; Rayleigh damping; Rayleigh wave

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APA (6th Edition):

Olsson, D. (2012). Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. (Thesis). Umeå University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015

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):

Olsson, Daniel. “Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading.” 2012. Thesis, Umeå University. Accessed December 06, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015.

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

MLA Handbook (7th Edition):

Olsson, Daniel. “Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading.” 2012. Web. 06 Dec 2019.

Vancouver:

Olsson D. Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. [Internet] [Thesis]. Umeå University; 2012. [cited 2019 Dec 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015.

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

Council of Science Editors:

Olsson D. Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. [Thesis]. Umeå University; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015

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


Brno University of Technology

7. Weiss, Andrej. Analýza odezvových veličin vzorků kostní tkáně v různém stavu demineralizace nebo deproteinizace .

Degree: 2015, Brno University of Technology

 Bakalárska práca sa zaoberá analýzou mechanických veličín vzoriek kortikálnej kosti v stave simulujúcom úbytok kolagénnej zložky tkaniva. Skúmaná je citlivosť zvolených veličín na deproteinizáciu. Problém… (more)

Subjects/Keywords: kortikálna kosť; deproteinizácia; experimentálne modelovanie; modul pružnosti; pomerný útlm; vlastná frekvencia; hustota; cortical bone; deproteinization; experimental modeling; elastic modulus; damping ratio; natural frequency; density

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APA (6th Edition):

Weiss, A. (2015). Analýza odezvových veličin vzorků kostní tkáně v různém stavu demineralizace nebo deproteinizace . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/39395

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):

Weiss, Andrej. “Analýza odezvových veličin vzorků kostní tkáně v různém stavu demineralizace nebo deproteinizace .” 2015. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/39395.

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

MLA Handbook (7th Edition):

Weiss, Andrej. “Analýza odezvových veličin vzorků kostní tkáně v různém stavu demineralizace nebo deproteinizace .” 2015. Web. 06 Dec 2019.

Vancouver:

Weiss A. Analýza odezvových veličin vzorků kostní tkáně v různém stavu demineralizace nebo deproteinizace . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/39395.

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

Council of Science Editors:

Weiss A. Analýza odezvových veličin vzorků kostní tkáně v různém stavu demineralizace nebo deproteinizace . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/39395

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


University of New South Wales

8. Wang, Yue-Cong. Modelling of damping in transient dynamic finite element analysis.

Degree: Engineering. Civil Engineering, 1993, University of New South Wales

Subjects/Keywords: Finite element method; Damping Mechanics; Elastic waves; Soil dynamics; Thesis Digitisation Program

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APA (6th Edition):

Wang, Y. (1993). Modelling of damping in transient dynamic finite element analysis. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/64707 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62759/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Wang, Yue-Cong. “Modelling of damping in transient dynamic finite element analysis.” 1993. Doctoral Dissertation, University of New South Wales. Accessed December 06, 2019. http://handle.unsw.edu.au/1959.4/64707 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62759/SOURCE01?view=true.

MLA Handbook (7th Edition):

Wang, Yue-Cong. “Modelling of damping in transient dynamic finite element analysis.” 1993. Web. 06 Dec 2019.

Vancouver:

Wang Y. Modelling of damping in transient dynamic finite element analysis. [Internet] [Doctoral dissertation]. University of New South Wales; 1993. [cited 2019 Dec 06]. Available from: http://handle.unsw.edu.au/1959.4/64707 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62759/SOURCE01?view=true.

Council of Science Editors:

Wang Y. Modelling of damping in transient dynamic finite element analysis. [Doctoral Dissertation]. University of New South Wales; 1993. Available from: http://handle.unsw.edu.au/1959.4/64707 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62759/SOURCE01?view=true


Brno University of Technology

9. Panko, Martin. Tlumení tlakových pulsací v pružných potrubích .

Degree: 2008, Brno University of Technology

 Tato diplomová práce se zabývá numerickým modelováním tlakových pulsací v pružných potrubích. V práci je odvozena rovnice kontinuity tekutiny v pružné trubici s uvažováním tlumení… (more)

Subjects/Keywords: FTCS; Lax-Friedrichs; Lax-Wendroff; pulsace; tlak; pružné potrubí; tlumení; rovnice kontinuity; Voigtův (Kelvinův) model; rychlost zvuku; materiálové konstanty; FTCS; Lax- Friedrichs; Lax-Wendroff; pulsation; pressure; elastic pipe; damping; continuity relation; Voigt (Kelvin) model; speed of sound; elastic constants

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APA (6th Edition):

Panko, M. (2008). Tlumení tlakových pulsací v pružných potrubích . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15973

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):

Panko, Martin. “Tlumení tlakových pulsací v pružných potrubích .” 2008. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/15973.

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

MLA Handbook (7th Edition):

Panko, Martin. “Tlumení tlakových pulsací v pružných potrubích .” 2008. Web. 06 Dec 2019.

Vancouver:

Panko M. Tlumení tlakových pulsací v pružných potrubích . [Internet] [Thesis]. Brno University of Technology; 2008. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/15973.

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

Council of Science Editors:

Panko M. Tlumení tlakových pulsací v pružných potrubích . [Thesis]. Brno University of Technology; 2008. Available from: http://hdl.handle.net/11012/15973

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

10. Καλλιόγλου, Πολυξένη. Μελέτη των δυναμικών ιδιοτήτων εδαφών στη συσκευή στήλης-συντονισμού.

Degree: 2003, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

 The purpose of the work presented in this thesis is the investigation of dynamic properties of natural soils from Greece and Cyprus in the resonant-column… (more)

Subjects/Keywords: Συσκευή στήλης-συντονισμού; Δυναμικές ιδιότητες; Μέτρο διάτμησης; Λόγος στρεπτικής απόσβεσης; Διατμητική παραμόρφωση; Οριακή ελαστική παραμόρφωση; Οριακή παραμόρφωση μεταβολής όγκου; Ανόργανα εδάφη; Οργανικά εδάφη; Συμπυκνωμένα εδάφη; Resonant column-apparatus; Dynamic properties; Shear modulus; Shear damping ratio; Shear strain; Elastic threshold strain; Volumetric threshold strain; Inorganic soils; Organic soils; Compacted soils

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APA (6th Edition):

Καλλιόγλου, . . (2003). Μελέτη των δυναμικών ιδιοτήτων εδαφών στη συσκευή στήλης-συντονισμού. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/15174

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):

Καλλιόγλου, Πολυξένη. “Μελέτη των δυναμικών ιδιοτήτων εδαφών στη συσκευή στήλης-συντονισμού.” 2003. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed December 06, 2019. http://hdl.handle.net/10442/hedi/15174.

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

MLA Handbook (7th Edition):

Καλλιόγλου, Πολυξένη. “Μελέτη των δυναμικών ιδιοτήτων εδαφών στη συσκευή στήλης-συντονισμού.” 2003. Web. 06 Dec 2019.

Vancouver:

Καλλιόγλου . Μελέτη των δυναμικών ιδιοτήτων εδαφών στη συσκευή στήλης-συντονισμού. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2003. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10442/hedi/15174.

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

Council of Science Editors:

Καλλιόγλου . Μελέτη των δυναμικών ιδιοτήτων εδαφών στη συσκευή στήλης-συντονισμού. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2003. Available from: http://hdl.handle.net/10442/hedi/15174

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

11. muho, edmond. Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας.

Degree: 2017, University of Patras; Πανεπιστήμιο Πατρών

 In this Ph.D Thesis a performance-based seismic design method, for plane reinforced concrete (R/C) moment-resisting frames (MRF), MRF with Infills and dual system with rectangular… (more)

Subjects/Keywords: Αντισεισμικός σχεδιασμός; Κατασκευές οπλισμένου σκυροδέματος; Ιδιομορφικοί συντελεστές συμπεριφοράς; στάθμες επιτελεστικότητας; μέθοδος των δυνάμεων; ισοδύναμη γραμμικοποίηση; Ισοδύναμη απόσβεση; λόγοι ισοδύναμης ιξώδους ιδιομορφικής απόσβεσης; σχεδιασμός κατασκευών οπλισμένου σκυροδέματος; προσομοίωση κατασκευών οπλισμένου σκυροδέματος; τοιχοπληρώσεις; δυαδικά συστήματα πλαισίων-τοιχωμάτων; καμπτικά πλαίσια; Seismic design; Modal strength reduction factors; Behaviour factor; performance-based seismic design; moment-resisting frames; Masonry infills; dual system with rectangular Walls; performance levels; equivalent modal damping ratios; Transfer function; reinforced concrete modeling for nonlinear analysis; modeling stiffness of r/c; effective elastic stiffness of r/c; Strength and stiffness degradation; Reinforced concrete structures; equivalent linearization

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APA (6th Edition):

muho, e. (2017). Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/40278

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):

muho, edmond. “Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας.” 2017. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed December 06, 2019. http://hdl.handle.net/10442/hedi/40278.

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

MLA Handbook (7th Edition):

muho, edmond. “Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας.” 2017. Web. 06 Dec 2019.

Vancouver:

muho e. Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10442/hedi/40278.

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

Council of Science Editors:

muho e. Αντισεισμικός σχεδιασμός επίπεδων κατασκευών οπλισμένου σκυροδέματος με ιδιομορφικούς συντελεστές συμπεριφοράς και διάφορες στάθμες επιτελεστικότητας. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2017. Available from: http://hdl.handle.net/10442/hedi/40278

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


University of Florida

12. Babcock, Judson T. Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV.

Degree: PhD, Aerospace Engineering - Mechanical and Aerospace Engineering, 2013, University of Florida

 Some fixed-wing micro air vehicles (MAVs) have high levels of structural flexibility, a property which can change the flight dynamics and control characteristics of the… (more)

Subjects/Keywords: Aircraft; Aircraft roll; Aircraft wings; Bending; Damping; Flight dynamics; Gusts; Natural frequencies; Stiffness; Structural deflection; aeroelastic  – aeroelasticity  – aeroservoelasticity  – aswing  – closed-loop  – elastic-axis  – flight-control  – flight-dynamics  – gust  – lqr  – micro-air-vehicle  – stiffness

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

APA (6th Edition):

Babcock, J. T. (2013). Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045699

Chicago Manual of Style (16th Edition):

Babcock, Judson T. “Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV.” 2013. Doctoral Dissertation, University of Florida. Accessed December 06, 2019. http://ufdc.ufl.edu/UFE0045699.

MLA Handbook (7th Edition):

Babcock, Judson T. “Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV.” 2013. Web. 06 Dec 2019.

Vancouver:

Babcock JT. Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Dec 06]. Available from: http://ufdc.ufl.edu/UFE0045699.

Council of Science Editors:

Babcock JT. Aeroservoelastic Design for Closed-Loop Flight Dynamics of a MAV. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045699


Osaka University

13. Xiao, Fei; 肖, 飛. Anomalous elastic behavior in Fe-Pd alloys exhibiting a second-order-like FCC-FCT martensitic transformation : 2次に近いFCC-FCT変態を示すFe-Pd合金における特異な弾性挙動; ニジ 二 チカイ FCC-FCT ヘンタイ ヲ シメス Fe-Pd ゴウキン ニ オケル トクイナ ダンセイ キョドウ.

Degree: 博士(工学), 2013, Osaka University

博士(工学)

2013-03-25

大阪大学

14401甲第16416号

26202

Subjects/Keywords: Iron-palladium alloy; Martensitic transformation; Elastic deformation; Plastic deformation; Critical point; Elastocaloric effect; Damping

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

APA (6th Edition):

Xiao, Fei; 肖, . (2013). Anomalous elastic behavior in Fe-Pd alloys exhibiting a second-order-like FCC-FCT martensitic transformation : 2次に近いFCC-FCT変態を示すFe-Pd合金における特異な弾性挙動; ニジ 二 チカイ FCC-FCT ヘンタイ ヲ シメス Fe-Pd ゴウキン ニ オケル トクイナ ダンセイ キョドウ. (Thesis). Osaka University. Retrieved from http://hdl.handle.net/11094/27562

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):

Xiao, Fei; 肖, 飛. “Anomalous elastic behavior in Fe-Pd alloys exhibiting a second-order-like FCC-FCT martensitic transformation : 2次に近いFCC-FCT変態を示すFe-Pd合金における特異な弾性挙動; ニジ 二 チカイ FCC-FCT ヘンタイ ヲ シメス Fe-Pd ゴウキン ニ オケル トクイナ ダンセイ キョドウ.” 2013. Thesis, Osaka University. Accessed December 06, 2019. http://hdl.handle.net/11094/27562.

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

MLA Handbook (7th Edition):

Xiao, Fei; 肖, 飛. “Anomalous elastic behavior in Fe-Pd alloys exhibiting a second-order-like FCC-FCT martensitic transformation : 2次に近いFCC-FCT変態を示すFe-Pd合金における特異な弾性挙動; ニジ 二 チカイ FCC-FCT ヘンタイ ヲ シメス Fe-Pd ゴウキン ニ オケル トクイナ ダンセイ キョドウ.” 2013. Web. 06 Dec 2019.

Vancouver:

Xiao, Fei; 肖 . Anomalous elastic behavior in Fe-Pd alloys exhibiting a second-order-like FCC-FCT martensitic transformation : 2次に近いFCC-FCT変態を示すFe-Pd合金における特異な弾性挙動; ニジ 二 チカイ FCC-FCT ヘンタイ ヲ シメス Fe-Pd ゴウキン ニ オケル トクイナ ダンセイ キョドウ. [Internet] [Thesis]. Osaka University; 2013. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11094/27562.

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

Council of Science Editors:

Xiao, Fei; 肖 . Anomalous elastic behavior in Fe-Pd alloys exhibiting a second-order-like FCC-FCT martensitic transformation : 2次に近いFCC-FCT変態を示すFe-Pd合金における特異な弾性挙動; ニジ 二 チカイ FCC-FCT ヘンタイ ヲ シメス Fe-Pd ゴウキン ニ オケル トクイナ ダンセイ キョドウ. [Thesis]. Osaka University; 2013. Available from: http://hdl.handle.net/11094/27562

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


Queensland University of Technology

14. De Silva, Sandun S. Vibration characteristics of steel-deck composite floor systems under human excitation.

Degree: 2007, Queensland University of Technology

 Steel-deck composite floor systems are being increasingly used in high-rise building construction, especially in Australia, as they are economical and easy to construct. These composite… (more)

Subjects/Keywords: floor vibration; human perceptibility; finite element modelling; composite floors; human-induced loads; pattern loading; damping; dynamic amplifications; accelerations; visco-elastic dampers

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

APA (6th Edition):

De Silva, S. S. (2007). Vibration characteristics of steel-deck composite floor systems under human excitation. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/16538/

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):

De Silva, Sandun S. “Vibration characteristics of steel-deck composite floor systems under human excitation.” 2007. Thesis, Queensland University of Technology. Accessed December 06, 2019. https://eprints.qut.edu.au/16538/.

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

MLA Handbook (7th Edition):

De Silva, Sandun S. “Vibration characteristics of steel-deck composite floor systems under human excitation.” 2007. Web. 06 Dec 2019.

Vancouver:

De Silva SS. Vibration characteristics of steel-deck composite floor systems under human excitation. [Internet] [Thesis]. Queensland University of Technology; 2007. [cited 2019 Dec 06]. Available from: https://eprints.qut.edu.au/16538/.

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

Council of Science Editors:

De Silva SS. Vibration characteristics of steel-deck composite floor systems under human excitation. [Thesis]. Queensland University of Technology; 2007. Available from: https://eprints.qut.edu.au/16538/

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


University of Florida

15. Balachandran, Vinayagamoorthy, 1952-. Inelastic analysis of frame structures including member and joint shears.

Degree: 1984, University of Florida

Subjects/Keywords: Damping; Deformation; Economic inelasticity; Linear programming; Matrices; Modeling; Shear stress; Stiffness; Stiffness matrix; Subroutines; Civil Engineering thesis Ph. D; Elastic analysis (Engineering); Structural frames

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

APA (6th Edition):

Balachandran, Vinayagamoorthy, 1. (1984). Inelastic analysis of frame structures including member and joint shears. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00022726

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):

Balachandran, Vinayagamoorthy, 1952-. “Inelastic analysis of frame structures including member and joint shears.” 1984. Thesis, University of Florida. Accessed December 06, 2019. http://ufdc.ufl.edu/AA00022726.

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

MLA Handbook (7th Edition):

Balachandran, Vinayagamoorthy, 1952-. “Inelastic analysis of frame structures including member and joint shears.” 1984. Web. 06 Dec 2019.

Vancouver:

Balachandran, Vinayagamoorthy 1. Inelastic analysis of frame structures including member and joint shears. [Internet] [Thesis]. University of Florida; 1984. [cited 2019 Dec 06]. Available from: http://ufdc.ufl.edu/AA00022726.

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

Council of Science Editors:

Balachandran, Vinayagamoorthy 1. Inelastic analysis of frame structures including member and joint shears. [Thesis]. University of Florida; 1984. Available from: http://ufdc.ufl.edu/AA00022726

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

16. Maniatakis, Charilaos. Απόκριση κατασκευών σε σεισμικές διεγέρσεις του εγγύς-πεδίου.

Degree: 2015, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

The subject of the present thesis is the seismic design of structures located in the so-called near-source region of active tectonic faults. The aim is… (more)

Subjects/Keywords: Κινήσεις κοντινού-πεδίου; Παράμετροι ισχυρής εδαφικής κίνησης; Δεσπόζουσα περίοδος; Ελαστικό φάσμα μετακινήσεων; Διορθωτικός συντελεστής απόσβεσης; Επιδράσεις ανωτέρων ιδιομορφών; Ιδιομορφική απόκριση; Συντελεστής συμπεριφοράς; Τροποποιημένη ιδιομορφική ανάλυση φάσματος απόκρισης; Αντισεισμικός σχεδιασμός; Near-fault ground motion; Strong ground motion parameters; Dominant period; Elastic displacement spectrum; Damping correction factor; Higher-mode effects; Modal response; Reduction factor; Modified modal response spectrum analysis method; Seismic design

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

APA (6th Edition):

Maniatakis, C. (2015). Απόκριση κατασκευών σε σεισμικές διεγέρσεις του εγγύς-πεδίου. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/36537

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):

Maniatakis, Charilaos. “Απόκριση κατασκευών σε σεισμικές διεγέρσεις του εγγύς-πεδίου.” 2015. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed December 06, 2019. http://hdl.handle.net/10442/hedi/36537.

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

MLA Handbook (7th Edition):

Maniatakis, Charilaos. “Απόκριση κατασκευών σε σεισμικές διεγέρσεις του εγγύς-πεδίου.” 2015. Web. 06 Dec 2019.

Vancouver:

Maniatakis C. Απόκριση κατασκευών σε σεισμικές διεγέρσεις του εγγύς-πεδίου. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10442/hedi/36537.

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

Council of Science Editors:

Maniatakis C. Απόκριση κατασκευών σε σεισμικές διεγέρσεις του εγγύς-πεδίου. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2015. Available from: http://hdl.handle.net/10442/hedi/36537

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

.