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You searched for subject:(Cyclic loading). Showing records 1 – 30 of 197 total matches.

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Anna University

1. Greeshma S. Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;.

Degree: Behaviour of exterior shear Wall diaphragm connection under Cyclic loading, 2015, Anna University

Earthquake which is arguably the most dreadful natural newlinecalamity is off late not so rare in Indian subcontinent The vast extent of newlinedamage and the… (more)

Subjects/Keywords: Cyclic loading; Indian subcontinent

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

APA (6th Edition):

S, G. (2015). Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/33722

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):

S, Greeshma. “Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;.” 2015. Thesis, Anna University. Accessed January 24, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/33722.

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

MLA Handbook (7th Edition):

S, Greeshma. “Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;.” 2015. Web. 24 Jan 2020.

Vancouver:

S G. Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Jan 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33722.

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

Council of Science Editors:

S G. Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33722

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


University of Cambridge

2. Lau, Ben Hong. Cyclic behaviour of monopile foundations for offshore wind turbines in clay.

Degree: PhD, 2015, University of Cambridge

 Investment into offshore wind farms has been growing to address the growing threat of climate change. The majority of offshore wind turbines (both current and… (more)

Subjects/Keywords: 333.79; cyclic loading; monopile; clay; offshore wind

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APA (6th Edition):

Lau, B. H. (2015). Cyclic behaviour of monopile foundations for offshore wind turbines in clay. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923

Chicago Manual of Style (16th Edition):

Lau, Ben Hong. “Cyclic behaviour of monopile foundations for offshore wind turbines in clay.” 2015. Doctoral Dissertation, University of Cambridge. Accessed January 24, 2020. https://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923.

MLA Handbook (7th Edition):

Lau, Ben Hong. “Cyclic behaviour of monopile foundations for offshore wind turbines in clay.” 2015. Web. 24 Jan 2020.

Vancouver:

Lau BH. Cyclic behaviour of monopile foundations for offshore wind turbines in clay. [Internet] [Doctoral dissertation]. University of Cambridge; 2015. [cited 2020 Jan 24]. Available from: https://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923.

Council of Science Editors:

Lau BH. Cyclic behaviour of monopile foundations for offshore wind turbines in clay. [Doctoral Dissertation]. University of Cambridge; 2015. Available from: https://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923

3. Lau, Ben Hong. Cyclic behaviour of monopile foundations for offshore wind turbines in clay.

Degree: PhD, 2015, University of Cambridge

 Investment into offshore wind farms has been growing to address the growing threat of climate change. The majority of offshore wind turbines (both current and… (more)

Subjects/Keywords: cyclic loading; monopile; clay; offshore wind

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APA (6th Edition):

Lau, B. H. (2015). Cyclic behaviour of monopile foundations for offshore wind turbines in clay. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/248766https://www.repository.cam.ac.uk/bitstream/1810/248766/3/license_rdf ; https://www.repository.cam.ac.uk/bitstream/1810/248766/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/6/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/7/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.jpg

Chicago Manual of Style (16th Edition):

Lau, Ben Hong. “Cyclic behaviour of monopile foundations for offshore wind turbines in clay.” 2015. Doctoral Dissertation, University of Cambridge. Accessed January 24, 2020. https://www.repository.cam.ac.uk/handle/1810/248766https://www.repository.cam.ac.uk/bitstream/1810/248766/3/license_rdf ; https://www.repository.cam.ac.uk/bitstream/1810/248766/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/6/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/7/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.jpg.

MLA Handbook (7th Edition):

Lau, Ben Hong. “Cyclic behaviour of monopile foundations for offshore wind turbines in clay.” 2015. Web. 24 Jan 2020.

Vancouver:

Lau BH. Cyclic behaviour of monopile foundations for offshore wind turbines in clay. [Internet] [Doctoral dissertation]. University of Cambridge; 2015. [cited 2020 Jan 24]. Available from: https://www.repository.cam.ac.uk/handle/1810/248766https://www.repository.cam.ac.uk/bitstream/1810/248766/3/license_rdf ; https://www.repository.cam.ac.uk/bitstream/1810/248766/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/6/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/7/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.jpg.

Council of Science Editors:

Lau BH. Cyclic behaviour of monopile foundations for offshore wind turbines in clay. [Doctoral Dissertation]. University of Cambridge; 2015. Available from: https://www.repository.cam.ac.uk/handle/1810/248766https://www.repository.cam.ac.uk/bitstream/1810/248766/3/license_rdf ; https://www.repository.cam.ac.uk/bitstream/1810/248766/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/6/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/248766/7/Cyc%20Bhvr%20Monopile%20Offshore%20Wind%20Clay.pdf.jpg


Delft University of Technology

4. Grotegoed, D. The Gevelco quay wall: Research into the causes of the measured displacements:.

Degree: 2010, Delft University of Technology

 In this thesis, an investigation is described to the measured horizontal displacements of a quay wall in the Port of Rotterdam. This quay wall was… (more)

Subjects/Keywords: quay wall; anchor wall; cyclic loading

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APA (6th Edition):

Grotegoed, D. (2010). The Gevelco quay wall: Research into the causes of the measured displacements:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952

Chicago Manual of Style (16th Edition):

Grotegoed, D. “The Gevelco quay wall: Research into the causes of the measured displacements:.” 2010. Masters Thesis, Delft University of Technology. Accessed January 24, 2020. http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952.

MLA Handbook (7th Edition):

Grotegoed, D. “The Gevelco quay wall: Research into the causes of the measured displacements:.” 2010. Web. 24 Jan 2020.

Vancouver:

Grotegoed D. The Gevelco quay wall: Research into the causes of the measured displacements:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2020 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952.

Council of Science Editors:

Grotegoed D. The Gevelco quay wall: Research into the causes of the measured displacements:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952


University of Wollongong

5. Biabani, M Mahdi. Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition.

Degree: PhD, 2015, University of Wollongong

  Ballasted rail tracks have gained a competitive edge over other modes of transportation systems in terms of long term performance, better ride quality, higher… (more)

Subjects/Keywords: geocell; reinforced subballast; additional confinement; cyclic loading

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APA (6th Edition):

Biabani, M. M. (2015). Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4376

Chicago Manual of Style (16th Edition):

Biabani, M Mahdi. “Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition.” 2015. Doctoral Dissertation, University of Wollongong. Accessed January 24, 2020. ; https://ro.uow.edu.au/theses/4376.

MLA Handbook (7th Edition):

Biabani, M Mahdi. “Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition.” 2015. Web. 24 Jan 2020.

Vancouver:

Biabani MM. Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition. [Internet] [Doctoral dissertation]. University of Wollongong; 2015. [cited 2020 Jan 24]. Available from: ; https://ro.uow.edu.au/theses/4376.

Council of Science Editors:

Biabani MM. Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition. [Doctoral Dissertation]. University of Wollongong; 2015. Available from: ; https://ro.uow.edu.au/theses/4376


Cal Poly

6. Kessler, Josiah Elihu. A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE.

Degree: MS, Biomedical and General Engineering, 2016, Cal Poly

  Previous research has provided evidence in support of apoptotic osteocytes playing a role in the bone remodeling process. In this study, we examined the… (more)

Subjects/Keywords: osteocyte apoptosis; bone remodeling; cyclic loading

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APA (6th Edition):

Kessler, J. E. (2016). A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31

Chicago Manual of Style (16th Edition):

Kessler, Josiah Elihu. “A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE.” 2016. Masters Thesis, Cal Poly. Accessed January 24, 2020. https://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31.

MLA Handbook (7th Edition):

Kessler, Josiah Elihu. “A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE.” 2016. Web. 24 Jan 2020.

Vancouver:

Kessler JE. A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE. [Internet] [Masters thesis]. Cal Poly; 2016. [cited 2020 Jan 24]. Available from: https://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31.

Council of Science Editors:

Kessler JE. A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE. [Masters Thesis]. Cal Poly; 2016. Available from: https://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31

7. Κουρούσης, Κυριάκος. Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης.

Degree: 2011, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

 Strength analysis of materials submitted to cyclic loadings requires the knowledge of the stress state; particularly in those cases that the material behavior is greatly… (more)

Subjects/Keywords: Πλαστικότητα; ΑΝΕΛΑΣΤΙΚΟΤΗΤΑ; Ανακυκλική πλαστικότητα; Κινηματική κράτυνση; Ανακυκλικός ερπυσμός; Ανακυκλική φόρτιση; Πολυαξονική καταπόνηση; Διαξονική καταπόνηση; Plasticity; Cyclic plasticity; Kinematic hardening; Ratcheting; Cyclic creep; Cyclic loading; Multiaxial loading; Biaxial loading

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APA (6th Edition):

Κουρούσης, . . (2011). Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/27784

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):

Κουρούσης, Κυριάκος. “Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης.” 2011. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed January 24, 2020. http://hdl.handle.net/10442/hedi/27784.

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

MLA Handbook (7th Edition):

Κουρούσης, Κυριάκος. “Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης.” 2011. Web. 24 Jan 2020.

Vancouver:

Κουρούσης . Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10442/hedi/27784.

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

Council of Science Editors:

Κουρούσης . Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. Available from: http://hdl.handle.net/10442/hedi/27784

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


University of Toledo

8. Shamsaei, Nima. Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects.

Degree: PhD, College of Engineering, 2010, University of Toledo

  This study investigates fatigue damage and deformation behavior under multiaxial loading conditions, with the aim of evaluating reliable predictive models for life predictions. Life… (more)

Subjects/Keywords: Mechanical Engineering; Fatigue; Cyclic Deformation; Multiaxial Loading; Non-proportional Hardening; Variable Amplitude Loading

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APA (6th Edition):

Shamsaei, N. (2010). Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects. (Doctoral Dissertation). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342

Chicago Manual of Style (16th Edition):

Shamsaei, Nima. “Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects.” 2010. Doctoral Dissertation, University of Toledo. Accessed January 24, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342.

MLA Handbook (7th Edition):

Shamsaei, Nima. “Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects.” 2010. Web. 24 Jan 2020.

Vancouver:

Shamsaei N. Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects. [Internet] [Doctoral dissertation]. University of Toledo; 2010. [cited 2020 Jan 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342.

Council of Science Editors:

Shamsaei N. Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects. [Doctoral Dissertation]. University of Toledo; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342


Universidade do Rio Grande do Sul

9. Corte, Marina Bellaver. Desenvolvimento de equipamento para ensaios Simple Shear.

Degree: 2016, Universidade do Rio Grande do Sul

Em virtude da presença cada vez mais frequente de solicitações cíclicas nas estruturas de engenharia e do aprimoramento da análise de projetos, os ensaios em… (more)

Subjects/Keywords: Simple shear; Ensaios (Engenharia); Monotonic loading; Resistência ao cisalhamento; Geotecnica; Cyclic loading; Sand

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APA (6th Edition):

Corte, M. B. (2016). Desenvolvimento de equipamento para ensaios Simple Shear. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/139358

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):

Corte, Marina Bellaver. “Desenvolvimento de equipamento para ensaios Simple Shear.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed January 24, 2020. http://hdl.handle.net/10183/139358.

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

MLA Handbook (7th Edition):

Corte, Marina Bellaver. “Desenvolvimento de equipamento para ensaios Simple Shear.” 2016. Web. 24 Jan 2020.

Vancouver:

Corte MB. Desenvolvimento de equipamento para ensaios Simple Shear. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10183/139358.

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

Council of Science Editors:

Corte MB. Desenvolvimento de equipamento para ensaios Simple Shear. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/139358

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

10. Σκαφιδά, Σταυρούλα. Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα.

Degree: 2013, University of Patras

Το θέμα της παρούσας εργασίας αφορά την αποτίμηση της απόκρισης των τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος, έναν τομέα που έχει απασχολήσει πληθώρα ερευνητών τις τελευταίες δεκαετίες.… (more)

Subjects/Keywords: Τοιχοπληρωμένα πλαίσια; Ανακυκλιζόμενη φόρτιση; 624.177 3; Infilled frames; Cyclic loading

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

APA (6th Edition):

Σκαφιδά, . (2013). Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα. (Masters Thesis). University of Patras. Retrieved from http://hdl.handle.net/10889/6952

Chicago Manual of Style (16th Edition):

Σκαφιδά, Σταυρούλα. “Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα.” 2013. Masters Thesis, University of Patras. Accessed January 24, 2020. http://hdl.handle.net/10889/6952.

MLA Handbook (7th Edition):

Σκαφιδά, Σταυρούλα. “Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα.” 2013. Web. 24 Jan 2020.

Vancouver:

Σκαφιδά . Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα. [Internet] [Masters thesis]. University of Patras; 2013. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10889/6952.

Council of Science Editors:

Σκαφιδά . Ανάπτυξη προσομοιώματος για την ανελαστική ανάλυση τοιχοπληρωμένων πλαισίων οπλισμένου σκυροδέματος και επαλήθευση με πειραματικά δεδομένα. [Masters Thesis]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/6952


University of Minnesota

11. Carrera Vidal, Carola. The Interfacial Integrity Of Dental Restorations: Exploring The Effect Of Oral Biofilms, Mechanical Challenges, And Antimicrobial Treatments.

Degree: PhD, Oral Biology, 2016, University of Minnesota

 Better tools to study the interfacial integrity of dental composites and the factors associated with its eventual breakdown are needed. The initial work focused on… (more)

Subjects/Keywords: Antimicrobial adhesives; Cyclic loading; Dental Adhesives; Dental Composites; Oral Biofilms

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

APA (6th Edition):

Carrera Vidal, C. (2016). The Interfacial Integrity Of Dental Restorations: Exploring The Effect Of Oral Biofilms, Mechanical Challenges, And Antimicrobial Treatments. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/188860

Chicago Manual of Style (16th Edition):

Carrera Vidal, Carola. “The Interfacial Integrity Of Dental Restorations: Exploring The Effect Of Oral Biofilms, Mechanical Challenges, And Antimicrobial Treatments.” 2016. Doctoral Dissertation, University of Minnesota. Accessed January 24, 2020. http://hdl.handle.net/11299/188860.

MLA Handbook (7th Edition):

Carrera Vidal, Carola. “The Interfacial Integrity Of Dental Restorations: Exploring The Effect Of Oral Biofilms, Mechanical Challenges, And Antimicrobial Treatments.” 2016. Web. 24 Jan 2020.

Vancouver:

Carrera Vidal C. The Interfacial Integrity Of Dental Restorations: Exploring The Effect Of Oral Biofilms, Mechanical Challenges, And Antimicrobial Treatments. [Internet] [Doctoral dissertation]. University of Minnesota; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11299/188860.

Council of Science Editors:

Carrera Vidal C. The Interfacial Integrity Of Dental Restorations: Exploring The Effect Of Oral Biofilms, Mechanical Challenges, And Antimicrobial Treatments. [Doctoral Dissertation]. University of Minnesota; 2016. Available from: http://hdl.handle.net/11299/188860


University of Illinois – Urbana-Champaign

12. Mott, Ryan Nicholas. Mechanical response of spring films under compression and shear loading.

Degree: MS, Aerospace Engineering, 2015, University of Illinois – Urbana-Champaign

 Thin films of discrete micro and nanostructures fabricated by the method of Glancing Angle Deposition (GLAD) provide a means to build compliant interfaces that maintain… (more)

Subjects/Keywords: Nanosprings; Shear; Compression; Cyclic; Loading; Response; Springs; Microsprings

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

APA (6th Edition):

Mott, R. N. (2015). Mechanical response of spring films under compression and shear loading. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89241

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):

Mott, Ryan Nicholas. “Mechanical response of spring films under compression and shear loading.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed January 24, 2020. http://hdl.handle.net/2142/89241.

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

MLA Handbook (7th Edition):

Mott, Ryan Nicholas. “Mechanical response of spring films under compression and shear loading.” 2015. Web. 24 Jan 2020.

Vancouver:

Mott RN. Mechanical response of spring films under compression and shear loading. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2142/89241.

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

Council of Science Editors:

Mott RN. Mechanical response of spring films under compression and shear loading. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89241

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


University of Illinois – Urbana-Champaign

13. Liu, Julia Hong. Mechanical behavior of individual type I collagen fibrils.

Degree: MS, Aerospace Engineering, 2016, University of Illinois – Urbana-Champaign

 Despite the plethora of studies on the mechanical response of collagen, especially at the molecular scale or at much larger length scales, such as of… (more)

Subjects/Keywords: collagen; fibril; nanomechanics; rate dependency; hysteresis; recovery; cyclic loading

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APA (6th Edition):

Liu, J. H. (2016). Mechanical behavior of individual type I collagen fibrils. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/92879

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):

Liu, Julia Hong. “Mechanical behavior of individual type I collagen fibrils.” 2016. Thesis, University of Illinois – Urbana-Champaign. Accessed January 24, 2020. http://hdl.handle.net/2142/92879.

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

MLA Handbook (7th Edition):

Liu, Julia Hong. “Mechanical behavior of individual type I collagen fibrils.” 2016. Web. 24 Jan 2020.

Vancouver:

Liu JH. Mechanical behavior of individual type I collagen fibrils. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2142/92879.

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

Council of Science Editors:

Liu JH. Mechanical behavior of individual type I collagen fibrils. [Thesis]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/92879

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


University of Kansas

14. Qian, Yu. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.

Degree: MS, Civil, Environmental, & Architectural Engineering, 2009, University of Kansas

 The objective of this study is to investigate the behavior of triangular aperture geogrid-reinforced bases over weak subgrade under cyclic loading through laboratory testing. Behavior… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Geosynthetics; Reinforced base; Unpaved roads; Weak subgrade

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APA (6th Edition):

Qian, Y. (2009). EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/5662

Chicago Manual of Style (16th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Masters Thesis, University of Kansas. Accessed January 24, 2020. http://hdl.handle.net/1808/5662.

MLA Handbook (7th Edition):

Qian, Yu. “EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING.” 2009. Web. 24 Jan 2020.

Vancouver:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Internet] [Masters thesis]. University of Kansas; 2009. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1808/5662.

Council of Science Editors:

Qian Y. EXPERIMENTAL STUDY ON TRIANGULAR APERTURE GEOGRID-REINFORCED BASES OVER WEAK SUBGRADE UNDER CYCLIC LOADING. [Masters Thesis]. University of Kansas; 2009. Available from: http://hdl.handle.net/1808/5662


University of Kansas

15. Bhandari, Anil. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Granular materials are commonly used in the construction of civil engineering infrastructure. Geosynthetics have been used to improve the performance of these structures in many… (more)

Subjects/Keywords: Civil engineering; Cyclic loading; Discrete element method; Embankments; Geosynthetics; Interaction; Roadways

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APA (6th Edition):

Bhandari, A. (2010). Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6438

Chicago Manual of Style (16th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed January 24, 2020. http://hdl.handle.net/1808/6438.

MLA Handbook (7th Edition):

Bhandari, Anil. “Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading.” 2010. Web. 24 Jan 2020.

Vancouver:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1808/6438.

Council of Science Editors:

Bhandari A. Micromechanical Analysis of Geosynthetic-Soil Interaction Under Cyclic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6438


Penn State University

16. Terentiuk, Stefanie Lin. Parametric Study of Structural Insulated Panels Under Monotonic and Cyclic Loading.

Degree: MS, Architectural Engineering, 2009, Penn State University

 Structural Insulated Panel (SIP) wall systems have been used in residential and light commercial buildings for the past sixty years. Their ease of construction and… (more)

Subjects/Keywords: shear wall; SIP; structural insulated panel; monotonic and cyclic loading

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APA (6th Edition):

Terentiuk, S. L. (2009). Parametric Study of Structural Insulated Panels Under Monotonic and Cyclic Loading. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9079

Chicago Manual of Style (16th Edition):

Terentiuk, Stefanie Lin. “Parametric Study of Structural Insulated Panels Under Monotonic and Cyclic Loading.” 2009. Masters Thesis, Penn State University. Accessed January 24, 2020. https://etda.libraries.psu.edu/catalog/9079.

MLA Handbook (7th Edition):

Terentiuk, Stefanie Lin. “Parametric Study of Structural Insulated Panels Under Monotonic and Cyclic Loading.” 2009. Web. 24 Jan 2020.

Vancouver:

Terentiuk SL. Parametric Study of Structural Insulated Panels Under Monotonic and Cyclic Loading. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2020 Jan 24]. Available from: https://etda.libraries.psu.edu/catalog/9079.

Council of Science Editors:

Terentiuk SL. Parametric Study of Structural Insulated Panels Under Monotonic and Cyclic Loading. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9079


McMaster University

17. Elgohary, Mohamed Medhat. Consolidation of Soils Under Cyclic Loading.

Degree: MEngr, 1973, McMaster University

A theoretical solution for the progress of consolidation of a saturated soil layer subjected to cyclic loading is obtained. A comparison between the theoretical… (more)

Subjects/Keywords: consolidation; soil; cyclic loading; Kaolin

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APA (6th Edition):

Elgohary, M. M. (1973). Consolidation of Soils Under Cyclic Loading. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17705

Chicago Manual of Style (16th Edition):

Elgohary, Mohamed Medhat. “Consolidation of Soils Under Cyclic Loading.” 1973. Masters Thesis, McMaster University. Accessed January 24, 2020. http://hdl.handle.net/11375/17705.

MLA Handbook (7th Edition):

Elgohary, Mohamed Medhat. “Consolidation of Soils Under Cyclic Loading.” 1973. Web. 24 Jan 2020.

Vancouver:

Elgohary MM. Consolidation of Soils Under Cyclic Loading. [Internet] [Masters thesis]. McMaster University; 1973. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11375/17705.

Council of Science Editors:

Elgohary MM. Consolidation of Soils Under Cyclic Loading. [Masters Thesis]. McMaster University; 1973. Available from: http://hdl.handle.net/11375/17705


University of the Western Cape

18. Stuhlinger, Martin Ernst. The influence of mixing ratio on the fatigue behaviour of fibre reinforced polymers .

Degree: 2013, University of the Western Cape

 Statement of the problem: Fibre reinforcement of polymethyl methacrylate (PMMA) denture base material is known to improve the strength, as well as the fatigue behavior,… (more)

Subjects/Keywords: Polymethyl methacrylate resin; Fibre reinforcement; Cyclic loading; Fatigue behaviour; Flexural strength

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APA (6th Edition):

Stuhlinger, M. E. (2013). The influence of mixing ratio on the fatigue behaviour of fibre reinforced polymers . (Thesis). University of the Western Cape. Retrieved from http://hdl.handle.net/11394/5041

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):

Stuhlinger, Martin Ernst. “The influence of mixing ratio on the fatigue behaviour of fibre reinforced polymers .” 2013. Thesis, University of the Western Cape. Accessed January 24, 2020. http://hdl.handle.net/11394/5041.

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

MLA Handbook (7th Edition):

Stuhlinger, Martin Ernst. “The influence of mixing ratio on the fatigue behaviour of fibre reinforced polymers .” 2013. Web. 24 Jan 2020.

Vancouver:

Stuhlinger ME. The influence of mixing ratio on the fatigue behaviour of fibre reinforced polymers . [Internet] [Thesis]. University of the Western Cape; 2013. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11394/5041.

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

Council of Science Editors:

Stuhlinger ME. The influence of mixing ratio on the fatigue behaviour of fibre reinforced polymers . [Thesis]. University of the Western Cape; 2013. Available from: http://hdl.handle.net/11394/5041

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


Virginia Tech

19. Kim, Se-Hyung. Cyclic Uniaxial Constitutive Model For Steel Reinforcement.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Reinforced Concrete (RC) structures are common in earthquake-prone areas. During an earthquake, the steel reinforcement is subjected to cyclic strain histories which lead to inelastic… (more)

Subjects/Keywords: Reinforcing Steel; Constitutive Model; Cyclic Loading; Buckling; Rupture

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APA (6th Edition):

Kim, S. (2015). Cyclic Uniaxial Constitutive Model For Steel Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51241

Chicago Manual of Style (16th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Masters Thesis, Virginia Tech. Accessed January 24, 2020. http://hdl.handle.net/10919/51241.

MLA Handbook (7th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Web. 24 Jan 2020.

Vancouver:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10919/51241.

Council of Science Editors:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51241


University of British Columbia

20. Dabeet, Antone E. A practical model for load-unload-reload cycles on sand .

Degree: 2008, University of British Columbia

 The behaviour of sands during loading has been studied in great detail. However, little work has been devoted to understanding the response of sands in… (more)

Subjects/Keywords: Constitutive modelling; Cyclic loading; Sands

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APA (6th Edition):

Dabeet, A. E. (2008). A practical model for load-unload-reload cycles on sand . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/4082

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):

Dabeet, Antone E. “A practical model for load-unload-reload cycles on sand .” 2008. Thesis, University of British Columbia. Accessed January 24, 2020. http://hdl.handle.net/2429/4082.

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

MLA Handbook (7th Edition):

Dabeet, Antone E. “A practical model for load-unload-reload cycles on sand .” 2008. Web. 24 Jan 2020.

Vancouver:

Dabeet AE. A practical model for load-unload-reload cycles on sand . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2429/4082.

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

Council of Science Editors:

Dabeet AE. A practical model for load-unload-reload cycles on sand . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/4082

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


Delft University of Technology

21. Lupea, C. Long Term Effects of Cyclic Loading on Suction Caisson Foundations:.

Degree: 2014, Delft University of Technology

 Significant financial investments are made in the offshore wind energy, in a race to reduce greenhouse gas emissions. The trend is to install larger capacity… (more)

Subjects/Keywords: suction caissons; cyclic loading; sand; offshore wind turbines; hypoplastic

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APA (6th Edition):

Lupea, C. (2014). Long Term Effects of Cyclic Loading on Suction Caisson Foundations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f28d3cfa-914d-48ec-b71c-462a7eb63304

Chicago Manual of Style (16th Edition):

Lupea, C. “Long Term Effects of Cyclic Loading on Suction Caisson Foundations:.” 2014. Masters Thesis, Delft University of Technology. Accessed January 24, 2020. http://resolver.tudelft.nl/uuid:f28d3cfa-914d-48ec-b71c-462a7eb63304.

MLA Handbook (7th Edition):

Lupea, C. “Long Term Effects of Cyclic Loading on Suction Caisson Foundations:.” 2014. Web. 24 Jan 2020.

Vancouver:

Lupea C. Long Term Effects of Cyclic Loading on Suction Caisson Foundations:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:f28d3cfa-914d-48ec-b71c-462a7eb63304.

Council of Science Editors:

Lupea C. Long Term Effects of Cyclic Loading on Suction Caisson Foundations:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:f28d3cfa-914d-48ec-b71c-462a7eb63304


Boston University

22. Kensara, Alaa Ahmed. Static and cyclic loading effects on fracture toughness of contemporary CAD/CAM restorative materials.

Degree: Doctor of Science in Dentistry, Restorative Sciences & Biomaterials, 2016, Boston University

 OBJECTIVES: To test and compare the effects of static and cyclic loading on fracture toughness (K1C) and microhardness of dental restorative CAD/CAM materials. MATERIAL AND… (more)

Subjects/Keywords: Dentistry; CAD/CAM; Cyclic loading; Fatigue; Fracture toughness; Indentation; Microhardness

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APA (6th Edition):

Kensara, A. A. (2016). Static and cyclic loading effects on fracture toughness of contemporary CAD/CAM restorative materials. (Doctoral Dissertation). Boston University. Retrieved from http://hdl.handle.net/2144/18716

Chicago Manual of Style (16th Edition):

Kensara, Alaa Ahmed. “Static and cyclic loading effects on fracture toughness of contemporary CAD/CAM restorative materials.” 2016. Doctoral Dissertation, Boston University. Accessed January 24, 2020. http://hdl.handle.net/2144/18716.

MLA Handbook (7th Edition):

Kensara, Alaa Ahmed. “Static and cyclic loading effects on fracture toughness of contemporary CAD/CAM restorative materials.” 2016. Web. 24 Jan 2020.

Vancouver:

Kensara AA. Static and cyclic loading effects on fracture toughness of contemporary CAD/CAM restorative materials. [Internet] [Doctoral dissertation]. Boston University; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2144/18716.

Council of Science Editors:

Kensara AA. Static and cyclic loading effects on fracture toughness of contemporary CAD/CAM restorative materials. [Doctoral Dissertation]. Boston University; 2016. Available from: http://hdl.handle.net/2144/18716


University of Wollongong

23. Mirzaghorbanali, Ali. Shear behaviour of rock joints under cyclic loading and constant normal stiffness conditions.

Degree: PhD, Faculty of Engineering and Information Sciences, 2013, University of Wollongong

  Shear behaviour of rock joints subjected to cyclic loading was previously studied mostly under Constant Normal Load (CNL) conditions which does not accurately simulate… (more)

Subjects/Keywords: rock joints; shear behaviour; constant normal stiffness conditions; cyclic loading

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APA (6th Edition):

Mirzaghorbanali, A. (2013). Shear behaviour of rock joints under cyclic loading and constant normal stiffness conditions. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4000

Chicago Manual of Style (16th Edition):

Mirzaghorbanali, Ali. “Shear behaviour of rock joints under cyclic loading and constant normal stiffness conditions.” 2013. Doctoral Dissertation, University of Wollongong. Accessed January 24, 2020. ; https://ro.uow.edu.au/theses/4000.

MLA Handbook (7th Edition):

Mirzaghorbanali, Ali. “Shear behaviour of rock joints under cyclic loading and constant normal stiffness conditions.” 2013. Web. 24 Jan 2020.

Vancouver:

Mirzaghorbanali A. Shear behaviour of rock joints under cyclic loading and constant normal stiffness conditions. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2020 Jan 24]. Available from: ; https://ro.uow.edu.au/theses/4000.

Council of Science Editors:

Mirzaghorbanali A. Shear behaviour of rock joints under cyclic loading and constant normal stiffness conditions. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: ; https://ro.uow.edu.au/theses/4000


University of Wollongong

24. Tennakoon, Nayoma C. Geotechnical study of engineering behaviour of fouled ballast.

Degree: PhD, Department of Civil, Mining and Environmental Engineering, 2012, University of Wollongong

  Railways are among the fastest and most economic transport modes in Australia, and the improvements in track performance are the direct results of the… (more)

Subjects/Keywords: Ballast; fouling; permeability; shear strength; cyclic loading; constitutive model

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APA (6th Edition):

Tennakoon, N. C. (2012). Geotechnical study of engineering behaviour of fouled ballast. (Doctoral Dissertation). University of Wollongong. Retrieved from 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814

Chicago Manual of Style (16th Edition):

Tennakoon, Nayoma C. “Geotechnical study of engineering behaviour of fouled ballast.” 2012. Doctoral Dissertation, University of Wollongong. Accessed January 24, 2020. 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814.

MLA Handbook (7th Edition):

Tennakoon, Nayoma C. “Geotechnical study of engineering behaviour of fouled ballast.” 2012. Web. 24 Jan 2020.

Vancouver:

Tennakoon NC. Geotechnical study of engineering behaviour of fouled ballast. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2020 Jan 24]. Available from: 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814.

Council of Science Editors:

Tennakoon NC. Geotechnical study of engineering behaviour of fouled ballast. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3814


University of Wollongong

25. Pakfetrat, Reza. Behavior of carbon FRP strengthened T-connections under cyclic loading.

Degree: M. Eng., 2014, University of Wollongong

  This study is an investigation into the efficacy of using carbon fiber reinforced polymer sheets as a strengthening technique for reinforced concrete beam-column connections… (more)

Subjects/Keywords: joint strengthening; carcon FRP; RC beam column connections; cyclic loading

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APA (6th Edition):

Pakfetrat, R. (2014). Behavior of carbon FRP strengthened T-connections under cyclic loading. (Masters Thesis). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4221

Chicago Manual of Style (16th Edition):

Pakfetrat, Reza. “Behavior of carbon FRP strengthened T-connections under cyclic loading.” 2014. Masters Thesis, University of Wollongong. Accessed January 24, 2020. ; https://ro.uow.edu.au/theses/4221.

MLA Handbook (7th Edition):

Pakfetrat, Reza. “Behavior of carbon FRP strengthened T-connections under cyclic loading.” 2014. Web. 24 Jan 2020.

Vancouver:

Pakfetrat R. Behavior of carbon FRP strengthened T-connections under cyclic loading. [Internet] [Masters thesis]. University of Wollongong; 2014. [cited 2020 Jan 24]. Available from: ; https://ro.uow.edu.au/theses/4221.

Council of Science Editors:

Pakfetrat R. Behavior of carbon FRP strengthened T-connections under cyclic loading. [Masters Thesis]. University of Wollongong; 2014. Available from: ; https://ro.uow.edu.au/theses/4221


University of New South Wales

26. Parvez, Ahsan. Fatigue behaviour of steel-fibre-reinforced concrete beams and prestressed sleepers.

Degree: Civil & Environmental Engineering, 2015, University of New South Wales

 The design of reinforced concrete and prestressed concrete structures subjected to cyclic loading, such as bridge deck slabs, bridge girders, railway tracks, and offshore installations,… (more)

Subjects/Keywords: Fatigue; Steel fibre; Sleeper; Reinforced concrete beam; Cyclic loading

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APA (6th Edition):

Parvez, A. (2015). Fatigue behaviour of steel-fibre-reinforced concrete beams and prestressed sleepers. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/54215 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13446/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Parvez, Ahsan. “Fatigue behaviour of steel-fibre-reinforced concrete beams and prestressed sleepers.” 2015. Doctoral Dissertation, University of New South Wales. Accessed January 24, 2020. http://handle.unsw.edu.au/1959.4/54215 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13446/SOURCE02?view=true.

MLA Handbook (7th Edition):

Parvez, Ahsan. “Fatigue behaviour of steel-fibre-reinforced concrete beams and prestressed sleepers.” 2015. Web. 24 Jan 2020.

Vancouver:

Parvez A. Fatigue behaviour of steel-fibre-reinforced concrete beams and prestressed sleepers. [Internet] [Doctoral dissertation]. University of New South Wales; 2015. [cited 2020 Jan 24]. Available from: http://handle.unsw.edu.au/1959.4/54215 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13446/SOURCE02?view=true.

Council of Science Editors:

Parvez A. Fatigue behaviour of steel-fibre-reinforced concrete beams and prestressed sleepers. [Doctoral Dissertation]. University of New South Wales; 2015. Available from: http://handle.unsw.edu.au/1959.4/54215 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:13446/SOURCE02?view=true


Brno University of Technology

27. Častulík, Lubomír. Vliv vibrací na životnost vztlakových klapek letounu L 410 NG .

Degree: 2017, Brno University of Technology

 Diplomová práce se zabývá návrhem metodiky pro stanovení vlivu vibrací na únavovou životnost a rychlost šíření trhlin u vztlakových klapek letounu L 410 NG. Úvodní… (more)

Subjects/Keywords: Únava; náhodné cyklické zatěžování; vibrace; Fatigue; random cyclic loading; vibration

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

APA (6th Edition):

Častulík, L. (2017). Vliv vibrací na životnost vztlakových klapek letounu L 410 NG . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/66609

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):

Častulík, Lubomír. “Vliv vibrací na životnost vztlakových klapek letounu L 410 NG .” 2017. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/66609.

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

MLA Handbook (7th Edition):

Častulík, Lubomír. “Vliv vibrací na životnost vztlakových klapek letounu L 410 NG .” 2017. Web. 24 Jan 2020.

Vancouver:

Častulík L. Vliv vibrací na životnost vztlakových klapek letounu L 410 NG . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/66609.

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

Council of Science Editors:

Častulík L. Vliv vibrací na životnost vztlakových klapek letounu L 410 NG . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/66609

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


University of New South Wales

28. Alam, Md. Jahid Iftekhar. Behaviour of footing on fill slope under cyclic loading conditions.

Degree: Engineering & Information Technology, 2017, University of New South Wales

 In many practical cases, footings need to be constructed on or near the crest of a fill slope, for example, a bridge abutment supported by… (more)

Subjects/Keywords: Permanent strain; Cyclic loading; Sand; Footing; Slope; Soil reinforcement; Numerical modelling

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

APA (6th Edition):

Alam, M. J. I. (2017). Behaviour of footing on fill slope under cyclic loading conditions. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/58778 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47579/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Alam, Md Jahid Iftekhar. “Behaviour of footing on fill slope under cyclic loading conditions.” 2017. Doctoral Dissertation, University of New South Wales. Accessed January 24, 2020. http://handle.unsw.edu.au/1959.4/58778 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47579/SOURCE02?view=true.

MLA Handbook (7th Edition):

Alam, Md Jahid Iftekhar. “Behaviour of footing on fill slope under cyclic loading conditions.” 2017. Web. 24 Jan 2020.

Vancouver:

Alam MJI. Behaviour of footing on fill slope under cyclic loading conditions. [Internet] [Doctoral dissertation]. University of New South Wales; 2017. [cited 2020 Jan 24]. Available from: http://handle.unsw.edu.au/1959.4/58778 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47579/SOURCE02?view=true.

Council of Science Editors:

Alam MJI. Behaviour of footing on fill slope under cyclic loading conditions. [Doctoral Dissertation]. University of New South Wales; 2017. Available from: http://handle.unsw.edu.au/1959.4/58778 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:47579/SOURCE02?view=true


Brno University of Technology

29. Potočková, Michaela. Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu .

Degree: 2014, Brno University of Technology

 Bakalářská práce se zabývá vlivem mnohonásobného cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu, konkrétně byl zkoumán vliv na statický modul pružnosti v tlaku. Byly měřeny… (more)

Subjects/Keywords: Beton; modul pružnosti; cyklické zatěžování; Concrete; modulus of elasticity; cyclic loading

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

APA (6th Edition):

Potočková, M. (2014). Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35119

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):

Potočková, Michaela. “Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu .” 2014. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/35119.

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

MLA Handbook (7th Edition):

Potočková, Michaela. “Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu .” 2014. Web. 24 Jan 2020.

Vancouver:

Potočková M. Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/35119.

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

Council of Science Editors:

Potočková M. Posouzení vlivu cyklického zatěžování na přetvárné charakteristiky ztvrdlého betonu . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/35119

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


University of New South Wales

30. Hu, Dejin. Behaviour of an Unsaturated Silty Sand under Monotonic and Cyclic Loading.

Degree: Engineering & Information Technology, 2011, University of New South Wales

 The objective of this thesis is to experimentally study the behaviour of unsaturated soil in terms of shear-dilatancy relationship under constant matric suction (CS) and… (more)

Subjects/Keywords: shear dilatancy; Unsaturated soil; matric suction; volume change; monotonic loading; cyclic loading; moisture content; effective stress; independent stress variables

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

APA (6th Edition):

Hu, D. (2011). Behaviour of an Unsaturated Silty Sand under Monotonic and Cyclic Loading. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/51418 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10102/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Hu, Dejin. “Behaviour of an Unsaturated Silty Sand under Monotonic and Cyclic Loading.” 2011. Doctoral Dissertation, University of New South Wales. Accessed January 24, 2020. http://handle.unsw.edu.au/1959.4/51418 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10102/SOURCE01?view=true.

MLA Handbook (7th Edition):

Hu, Dejin. “Behaviour of an Unsaturated Silty Sand under Monotonic and Cyclic Loading.” 2011. Web. 24 Jan 2020.

Vancouver:

Hu D. Behaviour of an Unsaturated Silty Sand under Monotonic and Cyclic Loading. [Internet] [Doctoral dissertation]. University of New South Wales; 2011. [cited 2020 Jan 24]. Available from: http://handle.unsw.edu.au/1959.4/51418 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10102/SOURCE01?view=true.

Council of Science Editors:

Hu D. Behaviour of an Unsaturated Silty Sand under Monotonic and Cyclic Loading. [Doctoral Dissertation]. University of New South Wales; 2011. Available from: http://handle.unsw.edu.au/1959.4/51418 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10102/SOURCE01?view=true

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