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You searched for subject:(Load AND Damage Monitoring). Showing records 1 – 30 of 55 total matches.

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Vanderbilt University

1. Cummins, Joshua Joseph. Characterization of a Pneumatic Strain Energy Accumulator: Efficiency and First Principles Models with Uncertainty Analysis.

Degree: PhD, Mechanical Engineering, 2016, Vanderbilt University

 Several technical needs were identified and addressed for advancing the Strain Energy Accumulator (SEA), which is an energy storage device consisting of an expandable rubber… (more)

Subjects/Keywords: Efficiency; Modeling; Strain Energy; Pneumatics; Conductive Elastomers; Load and Damage Monitoring

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APA (6th Edition):

Cummins, J. J. (2016). Characterization of a Pneumatic Strain Energy Accumulator: Efficiency and First Principles Models with Uncertainty Analysis. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://hdl.handle.net/1803/11159

Chicago Manual of Style (16th Edition):

Cummins, Joshua Joseph. “Characterization of a Pneumatic Strain Energy Accumulator: Efficiency and First Principles Models with Uncertainty Analysis.” 2016. Doctoral Dissertation, Vanderbilt University. Accessed April 10, 2021. http://hdl.handle.net/1803/11159.

MLA Handbook (7th Edition):

Cummins, Joshua Joseph. “Characterization of a Pneumatic Strain Energy Accumulator: Efficiency and First Principles Models with Uncertainty Analysis.” 2016. Web. 10 Apr 2021.

Vancouver:

Cummins JJ. Characterization of a Pneumatic Strain Energy Accumulator: Efficiency and First Principles Models with Uncertainty Analysis. [Internet] [Doctoral dissertation]. Vanderbilt University; 2016. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/1803/11159.

Council of Science Editors:

Cummins JJ. Characterization of a Pneumatic Strain Energy Accumulator: Efficiency and First Principles Models with Uncertainty Analysis. [Doctoral Dissertation]. Vanderbilt University; 2016. Available from: http://hdl.handle.net/1803/11159


Florida International University

2. Tashakori, Shervin. Novel Structural Health Monitoring and Damage Detection Approaches for Composite and Metallic Structures.

Degree: PhD, Mechanical Engineering, 2018, Florida International University

  Mechanical durability of the structures should be continuously monitored during their operation. Structural health monitoring (SHM) techniques are typically used for gathering the information… (more)

Subjects/Keywords: Structural Health Monitoring; Damage Detection; Composite; Bond Inspection; Load Monitoring; Electro-Mechanical Systems; Manufacturing; Signal Processing; Structural Engineering; Structures and Materials

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APA (6th Edition):

Tashakori, S. (2018). Novel Structural Health Monitoring and Damage Detection Approaches for Composite and Metallic Structures. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/3753 ; 10.25148/etd.FIDC006883 ; FIDC006883

Chicago Manual of Style (16th Edition):

Tashakori, Shervin. “Novel Structural Health Monitoring and Damage Detection Approaches for Composite and Metallic Structures.” 2018. Doctoral Dissertation, Florida International University. Accessed April 10, 2021. https://digitalcommons.fiu.edu/etd/3753 ; 10.25148/etd.FIDC006883 ; FIDC006883.

MLA Handbook (7th Edition):

Tashakori, Shervin. “Novel Structural Health Monitoring and Damage Detection Approaches for Composite and Metallic Structures.” 2018. Web. 10 Apr 2021.

Vancouver:

Tashakori S. Novel Structural Health Monitoring and Damage Detection Approaches for Composite and Metallic Structures. [Internet] [Doctoral dissertation]. Florida International University; 2018. [cited 2021 Apr 10]. Available from: https://digitalcommons.fiu.edu/etd/3753 ; 10.25148/etd.FIDC006883 ; FIDC006883.

Council of Science Editors:

Tashakori S. Novel Structural Health Monitoring and Damage Detection Approaches for Composite and Metallic Structures. [Doctoral Dissertation]. Florida International University; 2018. Available from: https://digitalcommons.fiu.edu/etd/3753 ; 10.25148/etd.FIDC006883 ; FIDC006883


University of Akron

3. Zanjanizadeh, Vahid. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.

Degree: MSin Engineering, Civil Engineering, 2009, University of Akron

 Bridges are very important in public transportation because vast revenue resources are consumed in building bridges, and the need to maintain these structures to be… (more)

Subjects/Keywords: Civil Engineering; Bridge; Structural health monitoring; damage; Bridge columns; Moving load; dynamic

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APA (6th Edition):

Zanjanizadeh, V. (2009). Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604

Chicago Manual of Style (16th Edition):

Zanjanizadeh, Vahid. “Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.” 2009. Masters Thesis, University of Akron. Accessed April 10, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604.

MLA Handbook (7th Edition):

Zanjanizadeh, Vahid. “Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.” 2009. Web. 10 Apr 2021.

Vancouver:

Zanjanizadeh V. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2021 Apr 10]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604.

Council of Science Editors:

Zanjanizadeh V. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604


Oregon State University

4. Xiang, Tao. Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck.

Degree: MS, Civil Engineering, 2016, Oregon State University

 The fluid impact forces on a bridge superstructure in horizontal and vertical directions due to tsunamis represented by solitary waves are investigated through a large-scale… (more)

Subjects/Keywords: Tsunami load; Bridges  – Flood damage  – Computer simulation

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APA (6th Edition):

Xiang, T. (2016). Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/58692

Chicago Manual of Style (16th Edition):

Xiang, Tao. “Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck.” 2016. Masters Thesis, Oregon State University. Accessed April 10, 2021. http://hdl.handle.net/1957/58692.

MLA Handbook (7th Edition):

Xiang, Tao. “Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck.” 2016. Web. 10 Apr 2021.

Vancouver:

Xiang T. Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/1957/58692.

Council of Science Editors:

Xiang T. Large–Scale Laboratory Experiment and Numerical Simulation of Tsunami Forces on a Bridge Deck. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/58692


Penn State University

5. Caudle, David Burdette. Damage Mitigation for Rotorcraft through Load Alleviating Control.

Degree: 2014, Penn State University

 A control method was developed to reduce the fatigue damage caused to critical rotorcraft hub components. This control method was demonstrated using simulation models of… (more)

Subjects/Keywords: rotorcraft; helicopter; damage mitigation; control; load alleviation

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APA (6th Edition):

Caudle, D. B. (2014). Damage Mitigation for Rotorcraft through Load Alleviating Control. (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/23708

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):

Caudle, David Burdette. “Damage Mitigation for Rotorcraft through Load Alleviating Control.” 2014. Thesis, Penn State University. Accessed April 10, 2021. https://submit-etda.libraries.psu.edu/catalog/23708.

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

MLA Handbook (7th Edition):

Caudle, David Burdette. “Damage Mitigation for Rotorcraft through Load Alleviating Control.” 2014. Web. 10 Apr 2021.

Vancouver:

Caudle DB. Damage Mitigation for Rotorcraft through Load Alleviating Control. [Internet] [Thesis]. Penn State University; 2014. [cited 2021 Apr 10]. Available from: https://submit-etda.libraries.psu.edu/catalog/23708.

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

Council of Science Editors:

Caudle DB. Damage Mitigation for Rotorcraft through Load Alleviating Control. [Thesis]. Penn State University; 2014. Available from: https://submit-etda.libraries.psu.edu/catalog/23708

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

6. Fabre, Pierre-Edouard. Using network resources to mitigate volumetric DDoS : Utiliser les ressources réseaux pour atténuer les attaques DDoS volumétriques.

Degree: Docteur es, Informatique et réseaux, 2018, Evry, Institut national des télécommunications

Les attaques massives par déni de service représentent une menace pour les services Internet. Ils impactent aussi les fournisseurs de service réseau et menace même… (more)

Subjects/Keywords: Attaque par déni de service volumétrique; Réponse aux attaques; Contrôle des dommages réseaux; Résilience du réseau; Multiprotocol Label Switching; Partage de charge; Liste noire; Surveillance réseau; Volumetric denial of service attacks; Response to attacks; Attacks damage control; Network resilience; Multiprotocol Label Switching; Load-balancing; Blacklist; Network monitoring

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APA (6th Edition):

Fabre, P. (2018). Using network resources to mitigate volumetric DDoS : Utiliser les ressources réseaux pour atténuer les attaques DDoS volumétriques. (Doctoral Dissertation). Evry, Institut national des télécommunications. Retrieved from http://www.theses.fr/2018TELE0020

Chicago Manual of Style (16th Edition):

Fabre, Pierre-Edouard. “Using network resources to mitigate volumetric DDoS : Utiliser les ressources réseaux pour atténuer les attaques DDoS volumétriques.” 2018. Doctoral Dissertation, Evry, Institut national des télécommunications. Accessed April 10, 2021. http://www.theses.fr/2018TELE0020.

MLA Handbook (7th Edition):

Fabre, Pierre-Edouard. “Using network resources to mitigate volumetric DDoS : Utiliser les ressources réseaux pour atténuer les attaques DDoS volumétriques.” 2018. Web. 10 Apr 2021.

Vancouver:

Fabre P. Using network resources to mitigate volumetric DDoS : Utiliser les ressources réseaux pour atténuer les attaques DDoS volumétriques. [Internet] [Doctoral dissertation]. Evry, Institut national des télécommunications; 2018. [cited 2021 Apr 10]. Available from: http://www.theses.fr/2018TELE0020.

Council of Science Editors:

Fabre P. Using network resources to mitigate volumetric DDoS : Utiliser les ressources réseaux pour atténuer les attaques DDoS volumétriques. [Doctoral Dissertation]. Evry, Institut national des télécommunications; 2018. Available from: http://www.theses.fr/2018TELE0020


Addis Ababa University

7. Ayana, Gebremichael. Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load .

Degree: 2014, Addis Ababa University

 This paper presents the analysis of rolling contact fatigue damage due to cyclic axle load between wheel/rail and fatigue life comparison between experimental and ANSYS… (more)

Subjects/Keywords: Rolling Contact; Fatigue Damage; Fatigue Life; Cyclic Axle Load

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APA (6th Edition):

Ayana, G. (2014). Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6404

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):

Ayana, Gebremichael. “Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load .” 2014. Thesis, Addis Ababa University. Accessed April 10, 2021. http://etd.aau.edu.et/dspace/handle/123456789/6404.

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

MLA Handbook (7th Edition):

Ayana, Gebremichael. “Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load .” 2014. Web. 10 Apr 2021.

Vancouver:

Ayana G. Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2021 Apr 10]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6404.

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

Council of Science Editors:

Ayana G. Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6404

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


Linköping University

8. Johansson, Nils. Estimation of fatigue life by using a cyclic plasticity model and multiaxial notch correction.

Degree: Solid Mechanics, 2019, Linköping University

  Mechanical components often possess notches. These notches give rise to stress concentrations, which in turn increases the likelihood that the material will undergo yielding.… (more)

Subjects/Keywords: Multiaxial load; fatigue; notch; elastic-plastic; stress-strain; non-proportional load; incremental Neuber; damage parameter; Applied Mechanics; Teknisk mekanik

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APA (6th Edition):

Johansson, N. (2019). Estimation of fatigue life by using a cyclic plasticity model and multiaxial notch correction. (Thesis). Linköping University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-158095

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):

Johansson, Nils. “Estimation of fatigue life by using a cyclic plasticity model and multiaxial notch correction.” 2019. Thesis, Linköping University. Accessed April 10, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-158095.

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

MLA Handbook (7th Edition):

Johansson, Nils. “Estimation of fatigue life by using a cyclic plasticity model and multiaxial notch correction.” 2019. Web. 10 Apr 2021.

Vancouver:

Johansson N. Estimation of fatigue life by using a cyclic plasticity model and multiaxial notch correction. [Internet] [Thesis]. Linköping University; 2019. [cited 2021 Apr 10]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-158095.

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

Council of Science Editors:

Johansson N. Estimation of fatigue life by using a cyclic plasticity model and multiaxial notch correction. [Thesis]. Linköping University; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-158095

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

9. Batioja-Alvarez, Dario D. Mechanistic-Empirical Evaluation of Pavement Damage and Cost Attributed to Overweight Single-Trip and Multi-Trip Scenarios in Nevada.

Degree: 2017, University of Nevada – Reno

 The movement of overweight (OW) vehicles has become more common over the years dueto its vital necessity for many important industries such as chemical, oil,… (more)

Subjects/Keywords: AC fatigue cracking; AC permanent deoformation; load equivalency factor; OW permit fee; Pavement damage; pavement damage associated costs; WRSC

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APA (6th Edition):

Batioja-Alvarez, D. D. (2017). Mechanistic-Empirical Evaluation of Pavement Damage and Cost Attributed to Overweight Single-Trip and Multi-Trip Scenarios in Nevada. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/2813

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):

Batioja-Alvarez, Dario D. “Mechanistic-Empirical Evaluation of Pavement Damage and Cost Attributed to Overweight Single-Trip and Multi-Trip Scenarios in Nevada.” 2017. Thesis, University of Nevada – Reno. Accessed April 10, 2021. http://hdl.handle.net/11714/2813.

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

MLA Handbook (7th Edition):

Batioja-Alvarez, Dario D. “Mechanistic-Empirical Evaluation of Pavement Damage and Cost Attributed to Overweight Single-Trip and Multi-Trip Scenarios in Nevada.” 2017. Web. 10 Apr 2021.

Vancouver:

Batioja-Alvarez DD. Mechanistic-Empirical Evaluation of Pavement Damage and Cost Attributed to Overweight Single-Trip and Multi-Trip Scenarios in Nevada. [Internet] [Thesis]. University of Nevada – Reno; 2017. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/11714/2813.

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

Council of Science Editors:

Batioja-Alvarez DD. Mechanistic-Empirical Evaluation of Pavement Damage and Cost Attributed to Overweight Single-Trip and Multi-Trip Scenarios in Nevada. [Thesis]. University of Nevada – Reno; 2017. Available from: http://hdl.handle.net/11714/2813

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


McMaster University

10. El-Hashimy, Tarek. Blast Performance Quantification Strategies For Reinforced Masonry Shear Walls With Boundary Elements.

Degree: PhD, 2019, McMaster University

 Structural systems have been evolving in terms of material properties and construction techniques, and their levels of protection against hazardous events have been the focus… (more)

Subjects/Keywords: Blast Load; Boundary Elements; Dynamic Modeling; Resistance Function; Response limits; Opensees; Damage State; Performance Quantification

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APA (6th Edition):

El-Hashimy, T. (2019). Blast Performance Quantification Strategies For Reinforced Masonry Shear Walls With Boundary Elements. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/24419

Chicago Manual of Style (16th Edition):

El-Hashimy, Tarek. “Blast Performance Quantification Strategies For Reinforced Masonry Shear Walls With Boundary Elements.” 2019. Doctoral Dissertation, McMaster University. Accessed April 10, 2021. http://hdl.handle.net/11375/24419.

MLA Handbook (7th Edition):

El-Hashimy, Tarek. “Blast Performance Quantification Strategies For Reinforced Masonry Shear Walls With Boundary Elements.” 2019. Web. 10 Apr 2021.

Vancouver:

El-Hashimy T. Blast Performance Quantification Strategies For Reinforced Masonry Shear Walls With Boundary Elements. [Internet] [Doctoral dissertation]. McMaster University; 2019. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/11375/24419.

Council of Science Editors:

El-Hashimy T. Blast Performance Quantification Strategies For Reinforced Masonry Shear Walls With Boundary Elements. [Doctoral Dissertation]. McMaster University; 2019. Available from: http://hdl.handle.net/11375/24419


Edith Cowan University

11. Yeo, Chow Chea. Quantification of eccentric load using accelerometer imbedded in GPS.

Degree: 2014, Edith Cowan University

 Global positioning system (GPS) with a triaxial accelerometer is widely used to monitor movements of athletes in games and training, and “body load” (BL) representing… (more)

Subjects/Keywords: GPS; Eccentric load; Football; Soccer; Deceleration; Accelerometer; Muscle damage; Team sport; Leg muscles; Sports Sciences

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APA (6th Edition):

Yeo, C. C. (2014). Quantification of eccentric load using accelerometer imbedded in GPS. (Thesis). Edith Cowan University. Retrieved from https://ro.ecu.edu.au/theses/1560

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):

Yeo, Chow Chea. “Quantification of eccentric load using accelerometer imbedded in GPS.” 2014. Thesis, Edith Cowan University. Accessed April 10, 2021. https://ro.ecu.edu.au/theses/1560.

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

MLA Handbook (7th Edition):

Yeo, Chow Chea. “Quantification of eccentric load using accelerometer imbedded in GPS.” 2014. Web. 10 Apr 2021.

Vancouver:

Yeo CC. Quantification of eccentric load using accelerometer imbedded in GPS. [Internet] [Thesis]. Edith Cowan University; 2014. [cited 2021 Apr 10]. Available from: https://ro.ecu.edu.au/theses/1560.

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

Council of Science Editors:

Yeo CC. Quantification of eccentric load using accelerometer imbedded in GPS. [Thesis]. Edith Cowan University; 2014. Available from: https://ro.ecu.edu.au/theses/1560

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


Lithuanian Academy of Physical Education

12. Inokaitis, Hermanas. Lyties įtaka pratimų sukeltai raumens pažaidai ir atsigavimui.

Degree: Master, Nursing, 2008, Lithuanian Academy of Physical Education

Vieningos nuomonės dėl hormonų įtakos raumenų nuovargiui ir atsigavimui nėra. Kai kuriuose literatūros šaltiniuose teigiama, kad moterims nuovargis pasireiškia vėliau nei vyrams, kitose, jog skirtumo… (more)

Subjects/Keywords: Lytis; Fizinis krūvis; Raumens pažaida; Atsigavimas; Gender; Physical load; Muscle damage; Recovery

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APA (6th Edition):

Inokaitis, Hermanas. (2008). Lyties įtaka pratimų sukeltai raumens pažaidai ir atsigavimui. (Masters Thesis). Lithuanian Academy of Physical Education. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125838-74966 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Inokaitis, Hermanas. “Lyties įtaka pratimų sukeltai raumens pažaidai ir atsigavimui.” 2008. Masters Thesis, Lithuanian Academy of Physical Education. Accessed April 10, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125838-74966 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Inokaitis, Hermanas. “Lyties įtaka pratimų sukeltai raumens pažaidai ir atsigavimui.” 2008. Web. 10 Apr 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Inokaitis, Hermanas. Lyties įtaka pratimų sukeltai raumens pažaidai ir atsigavimui. [Internet] [Masters thesis]. Lithuanian Academy of Physical Education; 2008. [cited 2021 Apr 10]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125838-74966 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Inokaitis, Hermanas. Lyties įtaka pratimų sukeltai raumens pažaidai ir atsigavimui. [Masters Thesis]. Lithuanian Academy of Physical Education; 2008. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125838-74966 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Waterloo

13. Ibrahim, Elfaitori. Fatigue Life Assessment of 30CrNiMo8HH Steel Under Variable Amplitude Loading.

Degree: 2013, University of Waterloo

 The actual service loading histories of most engineering components are characterized by variable amplitudes and are sometimes rather complicated. The goal of this study was… (more)

Subjects/Keywords: Fatigue life; Variable amplitude loading; Damage accumulation; Load sequence; Mean stress; Cycle counting

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APA (6th Edition):

Ibrahim, E. (2013). Fatigue Life Assessment of 30CrNiMo8HH Steel Under Variable Amplitude Loading. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/7216

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):

Ibrahim, Elfaitori. “Fatigue Life Assessment of 30CrNiMo8HH Steel Under Variable Amplitude Loading.” 2013. Thesis, University of Waterloo. Accessed April 10, 2021. http://hdl.handle.net/10012/7216.

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

MLA Handbook (7th Edition):

Ibrahim, Elfaitori. “Fatigue Life Assessment of 30CrNiMo8HH Steel Under Variable Amplitude Loading.” 2013. Web. 10 Apr 2021.

Vancouver:

Ibrahim E. Fatigue Life Assessment of 30CrNiMo8HH Steel Under Variable Amplitude Loading. [Internet] [Thesis]. University of Waterloo; 2013. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/10012/7216.

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

Council of Science Editors:

Ibrahim E. Fatigue Life Assessment of 30CrNiMo8HH Steel Under Variable Amplitude Loading. [Thesis]. University of Waterloo; 2013. Available from: http://hdl.handle.net/10012/7216

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

14. Wieghaus, Kyle T. Mitigating Wind-Induced Fatigue in Steel Traffic Signal Support Structures.

Degree: PhD, Civil Engineering, 2015, Texas A&M University

 Traffic signal structures undergo wind-induced vibrations that result in fatigue damage accumulation and reduced service life. Mast arms have failed and required removal while in… (more)

Subjects/Keywords: traffic signal structure; fatigue life; full-scale structural monitoring; wind-induced fatigue mitigation; probabilistic risk assessment; damage avoidance design; post-tensioning; load-balancing

…161 Theoretical Direct Damage Estimation Framework ................................. 164… …167 6.3.3 Damage Model… …170 6.3.4 Relating Hazard to Damage… …173 6.3.5 Accounting for Demand-Side Variabilities in Damage Estimation… …174 6.3.6 Computing Expected Annual Damage Rate and Fatigue Service Life… 

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APA (6th Edition):

Wieghaus, K. T. (2015). Mitigating Wind-Induced Fatigue in Steel Traffic Signal Support Structures. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155395

Chicago Manual of Style (16th Edition):

Wieghaus, Kyle T. “Mitigating Wind-Induced Fatigue in Steel Traffic Signal Support Structures.” 2015. Doctoral Dissertation, Texas A&M University. Accessed April 10, 2021. http://hdl.handle.net/1969.1/155395.

MLA Handbook (7th Edition):

Wieghaus, Kyle T. “Mitigating Wind-Induced Fatigue in Steel Traffic Signal Support Structures.” 2015. Web. 10 Apr 2021.

Vancouver:

Wieghaus KT. Mitigating Wind-Induced Fatigue in Steel Traffic Signal Support Structures. [Internet] [Doctoral dissertation]. Texas A&M University; 2015. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/1969.1/155395.

Council of Science Editors:

Wieghaus KT. Mitigating Wind-Induced Fatigue in Steel Traffic Signal Support Structures. [Doctoral Dissertation]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155395

15. Schommer, Sebastian. Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating.

Degree: 2017, Université du Luxembourg

 Bridges are an essential part of nowadays infrastructure to cross natural and artificial obstacles like rivers, valleys or other roads and railways. Many concrete bridges… (more)

Subjects/Keywords: structural health monitoring; damage detection; prestressed concrete; bridges; damage indicators; modal parameters; static load tests; model updating; Engineering, computing & technology :: Civil engineering [C04]; Ingénierie, informatique & technologie :: Ingénierie civile [C04]

…process. Keywords: structural health monitoring, damage detection, damage indicators, dynamic… …damage. Such properties can be the deformation of a bridge due to a certain load as obtained… …matches the healthy state. DAMAGE DETECTION IN PRESTRESSED CONCRETE BRIDGES BASED ON STATIC LOAD… …conditions, outside a laboratory. Different methods for damage assessment or stiffness tracking… …These quantities are tracked and artificial damage is introduced stepwise to a test-beam of a… 

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APA (6th Edition):

Schommer, S. (2017). Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating. (Doctoral Dissertation). Université du Luxembourg. Retrieved from http://orbilu.uni.lu/handle/10993/32971

Chicago Manual of Style (16th Edition):

Schommer, Sebastian. “Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating.” 2017. Doctoral Dissertation, Université du Luxembourg. Accessed April 10, 2021. http://orbilu.uni.lu/handle/10993/32971.

MLA Handbook (7th Edition):

Schommer, Sebastian. “Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating.” 2017. Web. 10 Apr 2021.

Vancouver:

Schommer S. Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating. [Internet] [Doctoral dissertation]. Université du Luxembourg; 2017. [cited 2021 Apr 10]. Available from: http://orbilu.uni.lu/handle/10993/32971.

Council of Science Editors:

Schommer S. Damage detection in prestressed concrete bridges based on static load testing, sagging and modal parameters, using measurements and model updating. [Doctoral Dissertation]. Université du Luxembourg; 2017. Available from: http://orbilu.uni.lu/handle/10993/32971


KTH

16. Hård, Patrik. Heavy vehicles: Load variation and scatter.

Degree: Industrial Engineering and Management (ITM), 2020, KTH

This master thesis studies accelerations recorded and stored onboard Scania trucks. From these accelerations, a general load (𝐹 = 𝑚 ∗ 𝑎) description is… (more)

Subjects/Keywords: Load variation; Pseudo-damage; Scatter; Wheel configuration; Belastning; Variation; Hjulkonfiguration; Pseudo-skada; Engineering and Technology; Teknik och teknologier

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APA (6th Edition):

Hård, P. (2020). Heavy vehicles: Load variation and scatter. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279493

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):

Hård, Patrik. “Heavy vehicles: Load variation and scatter.” 2020. Thesis, KTH. Accessed April 10, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279493.

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

MLA Handbook (7th Edition):

Hård, Patrik. “Heavy vehicles: Load variation and scatter.” 2020. Web. 10 Apr 2021.

Vancouver:

Hård P. Heavy vehicles: Load variation and scatter. [Internet] [Thesis]. KTH; 2020. [cited 2021 Apr 10]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279493.

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

Council of Science Editors:

Hård P. Heavy vehicles: Load variation and scatter. [Thesis]. KTH; 2020. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279493

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


University of Houston

17. Li, Qian 1982-. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.

Degree: PhD, Civil Engineering, 2012, University of Houston

 Reinforced concrete (RC) bridge columns, specifically in the skewed and horizontally curved bridges, the bridges with unequal spans or column heights, and the bridges with… (more)

Subjects/Keywords: RC bridge columns; Cyclic load; Damage index; Ductility; Interaction; Cross sectional shape; Square; Oval; Civil engineering

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APA (6th Edition):

Li, Q. 1. (2012). Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/851

Chicago Manual of Style (16th Edition):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Doctoral Dissertation, University of Houston. Accessed April 10, 2021. http://hdl.handle.net/10657/851.

MLA Handbook (7th Edition):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Web. 10 Apr 2021.

Vancouver:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Internet] [Doctoral dissertation]. University of Houston; 2012. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/10657/851.

Council of Science Editors:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Doctoral Dissertation]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/851


Rice University

18. Gao, Zhenjia. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.

Degree: PhD, Engineering, 2014, Rice University

 Hybrid masonry structures combine the ductility of steel components with the shear strength of reinforced masonry panels. The goal of this research is to provide… (more)

Subjects/Keywords: hybrid structures; damage mechanics; energy dissipation; load transfer; non-local algorithm; cyclic loading; seismic area; reinforced masonry wall; connector; steel frame

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APA (6th Edition):

Gao, Z. (2014). Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/105443

Chicago Manual of Style (16th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Doctoral Dissertation, Rice University. Accessed April 10, 2021. http://hdl.handle.net/1911/105443.

MLA Handbook (7th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Web. 10 Apr 2021.

Vancouver:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Internet] [Doctoral dissertation]. Rice University; 2014. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/1911/105443.

Council of Science Editors:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Doctoral Dissertation]. Rice University; 2014. Available from: http://hdl.handle.net/1911/105443


University of Maryland

19. George, Elviz. A NON-LINEAR DAMAGE MODEL WITH LOAD DEPENDENT EXPONENTS FOR SOLDERS UNDER SEQUENTIAL CYCLIC SHEAR LOADS.

Degree: Mechanical Engineering, 2015, University of Maryland

 The damage state of a material subject to cyclic loads is often characterized by the cycle ratio of applied cycles to the number of survivable… (more)

Subjects/Keywords: Mechanical engineering; Load sequence; Miner's rule; Non-linear damage model; Paris' law; Sequential loading; Solder interconnects

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APA (6th Edition):

George, E. (2015). A NON-LINEAR DAMAGE MODEL WITH LOAD DEPENDENT EXPONENTS FOR SOLDERS UNDER SEQUENTIAL CYCLIC SHEAR LOADS. (Thesis). University of Maryland. Retrieved from http://hdl.handle.net/1903/17023

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):

George, Elviz. “A NON-LINEAR DAMAGE MODEL WITH LOAD DEPENDENT EXPONENTS FOR SOLDERS UNDER SEQUENTIAL CYCLIC SHEAR LOADS.” 2015. Thesis, University of Maryland. Accessed April 10, 2021. http://hdl.handle.net/1903/17023.

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

MLA Handbook (7th Edition):

George, Elviz. “A NON-LINEAR DAMAGE MODEL WITH LOAD DEPENDENT EXPONENTS FOR SOLDERS UNDER SEQUENTIAL CYCLIC SHEAR LOADS.” 2015. Web. 10 Apr 2021.

Vancouver:

George E. A NON-LINEAR DAMAGE MODEL WITH LOAD DEPENDENT EXPONENTS FOR SOLDERS UNDER SEQUENTIAL CYCLIC SHEAR LOADS. [Internet] [Thesis]. University of Maryland; 2015. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/1903/17023.

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

Council of Science Editors:

George E. A NON-LINEAR DAMAGE MODEL WITH LOAD DEPENDENT EXPONENTS FOR SOLDERS UNDER SEQUENTIAL CYCLIC SHEAR LOADS. [Thesis]. University of Maryland; 2015. Available from: http://hdl.handle.net/1903/17023

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

20. Duque, Luis. UAV-Based Bridge Inspection and Computational Simulations.

Degree: MS, Civil and Environmental Engineering, 2017, South Dakota State University

  The use of Unmanned Aerial Vehicles (UAV), commonly known as drones, has significantly increased in the field of civil engineering due to the poor… (more)

Subjects/Keywords: Bridge Inspection; Damage Quantification; Finite Element Analyis; Finite Element Updating; Load-Carrying Capacity; UAV; Civil Engineering; Structural Engineering; Transportation Engineering

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APA (6th Edition):

Duque, L. (2017). UAV-Based Bridge Inspection and Computational Simulations. (Masters Thesis). South Dakota State University. Retrieved from https://openprairie.sdstate.edu/etd/2159

Chicago Manual of Style (16th Edition):

Duque, Luis. “UAV-Based Bridge Inspection and Computational Simulations.” 2017. Masters Thesis, South Dakota State University. Accessed April 10, 2021. https://openprairie.sdstate.edu/etd/2159.

MLA Handbook (7th Edition):

Duque, Luis. “UAV-Based Bridge Inspection and Computational Simulations.” 2017. Web. 10 Apr 2021.

Vancouver:

Duque L. UAV-Based Bridge Inspection and Computational Simulations. [Internet] [Masters thesis]. South Dakota State University; 2017. [cited 2021 Apr 10]. Available from: https://openprairie.sdstate.edu/etd/2159.

Council of Science Editors:

Duque L. UAV-Based Bridge Inspection and Computational Simulations. [Masters Thesis]. South Dakota State University; 2017. Available from: https://openprairie.sdstate.edu/etd/2159


University of Waterloo

21. Trimiño, Luis. Epoxy Adhesives, Correlation between Strain Whitening and Damage Using a Macroscopic Optical Method.

Degree: 2019, University of Waterloo

 The success of lightweight automotive multi-material assemblies depends on selecting appropriate joining techniques that can provide the expected day-to-day operational strength while delivering occupant protection… (more)

Subjects/Keywords: Epoxy adhesives; Damage; Strain whitening; Microhardness; Optical measurement; Microscopy; Load-unload; Composite construction; Composite materials; Adhesive joints; Epoxy compounds

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APA (6th Edition):

Trimiño, L. (2019). Epoxy Adhesives, Correlation between Strain Whitening and Damage Using a Macroscopic Optical Method. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14493

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):

Trimiño, Luis. “Epoxy Adhesives, Correlation between Strain Whitening and Damage Using a Macroscopic Optical Method.” 2019. Thesis, University of Waterloo. Accessed April 10, 2021. http://hdl.handle.net/10012/14493.

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

MLA Handbook (7th Edition):

Trimiño, Luis. “Epoxy Adhesives, Correlation between Strain Whitening and Damage Using a Macroscopic Optical Method.” 2019. Web. 10 Apr 2021.

Vancouver:

Trimiño L. Epoxy Adhesives, Correlation between Strain Whitening and Damage Using a Macroscopic Optical Method. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/10012/14493.

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

Council of Science Editors:

Trimiño L. Epoxy Adhesives, Correlation between Strain Whitening and Damage Using a Macroscopic Optical Method. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14493

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


Texas A&M University

22. Ni, Shuna. Performance of Flexure-Controlled Reinforced Concrete Structural Walls Under Sequential Fire-Earthquake Loads.

Degree: PhD, Civil Engineering, 2018, Texas A&M University

 The performance of reinforced concrete (RC) structural walls under individual hazards has been well studied. However, little is known regarding the behavior of RC structural… (more)

Subjects/Keywords: flexure-controlled reinforced concrete structural walls; sequential fire-earthquake loads; post-earthquake fire; post-fire earthquake; earthquake damage; thermal-insulation fire resistance; load-bearing fire resistance; stiffness; strength; drift capacity; failure curvature; damage ratio; fire damage indices

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APA (6th Edition):

Ni, S. (2018). Performance of Flexure-Controlled Reinforced Concrete Structural Walls Under Sequential Fire-Earthquake Loads. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173912

Chicago Manual of Style (16th Edition):

Ni, Shuna. “Performance of Flexure-Controlled Reinforced Concrete Structural Walls Under Sequential Fire-Earthquake Loads.” 2018. Doctoral Dissertation, Texas A&M University. Accessed April 10, 2021. http://hdl.handle.net/1969.1/173912.

MLA Handbook (7th Edition):

Ni, Shuna. “Performance of Flexure-Controlled Reinforced Concrete Structural Walls Under Sequential Fire-Earthquake Loads.” 2018. Web. 10 Apr 2021.

Vancouver:

Ni S. Performance of Flexure-Controlled Reinforced Concrete Structural Walls Under Sequential Fire-Earthquake Loads. [Internet] [Doctoral dissertation]. Texas A&M University; 2018. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/1969.1/173912.

Council of Science Editors:

Ni S. Performance of Flexure-Controlled Reinforced Concrete Structural Walls Under Sequential Fire-Earthquake Loads. [Doctoral Dissertation]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173912


University of Saskatchewan

23. Thomas, Lee Alexandra. Mechanistic-empirical equivalent single axle loads for urban pavements.

Degree: 2008, University of Saskatchewan

 The deregulation of the trucking industry in the mid-1980’s resulted in the growth of commercial vehicles not only in number, but also in weight, size… (more)

Subjects/Keywords: vehicle load spectra; asset management; urban damage factors; ESALFs; urban ESALs

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APA (6th Edition):

Thomas, L. A. (2008). Mechanistic-empirical equivalent single axle loads for urban pavements. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-12022008-171526

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):

Thomas, Lee Alexandra. “Mechanistic-empirical equivalent single axle loads for urban pavements.” 2008. Thesis, University of Saskatchewan. Accessed April 10, 2021. http://hdl.handle.net/10388/etd-12022008-171526.

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

MLA Handbook (7th Edition):

Thomas, Lee Alexandra. “Mechanistic-empirical equivalent single axle loads for urban pavements.” 2008. Web. 10 Apr 2021.

Vancouver:

Thomas LA. Mechanistic-empirical equivalent single axle loads for urban pavements. [Internet] [Thesis]. University of Saskatchewan; 2008. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/10388/etd-12022008-171526.

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

Council of Science Editors:

Thomas LA. Mechanistic-empirical equivalent single axle loads for urban pavements. [Thesis]. University of Saskatchewan; 2008. Available from: http://hdl.handle.net/10388/etd-12022008-171526

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


Lithuanian Academy of Physical Education

24. Jakaitis, Marius. Moteriškų lytinių hormonų įtaka šlaunies keturgalvio raumens pažaidai ir atsigavimui.

Degree: Master, Biology, 2009, Lithuanian Academy of Physical Education

Darbo tikslas — nustatyti moteriškų lytinių hormonų įtaką šlaunies keturgalvio raumens pažaidai ir atsigavimui po ekscentrinių – koncentrinių pratimų. Uždaviniai: 1) Nustatyti moteriškų lytinių hormonų… (more)

Subjects/Keywords: Raumens jėga; Ekscentriniai – koncentriniai pratimai; Raumens pažaida ir atsigavimas; Moteriški lytiniai hormonai; Muscle strength; Eccentric – concentric physical load; Muscle damage and recovery; Female genital hormones

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APA (6th Edition):

Jakaitis, Marius. (2009). Moteriškų lytinių hormonų įtaka šlaunies keturgalvio raumens pažaidai ir atsigavimui. (Masters Thesis). Lithuanian Academy of Physical Education. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090602_112020-04998 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Jakaitis, Marius. “Moteriškų lytinių hormonų įtaka šlaunies keturgalvio raumens pažaidai ir atsigavimui.” 2009. Masters Thesis, Lithuanian Academy of Physical Education. Accessed April 10, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090602_112020-04998 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Jakaitis, Marius. “Moteriškų lytinių hormonų įtaka šlaunies keturgalvio raumens pažaidai ir atsigavimui.” 2009. Web. 10 Apr 2021.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Jakaitis, Marius. Moteriškų lytinių hormonų įtaka šlaunies keturgalvio raumens pažaidai ir atsigavimui. [Internet] [Masters thesis]. Lithuanian Academy of Physical Education; 2009. [cited 2021 Apr 10]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090602_112020-04998 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Jakaitis, Marius. Moteriškų lytinių hormonų įtaka šlaunies keturgalvio raumens pažaidai ir atsigavimui. [Masters Thesis]. Lithuanian Academy of Physical Education; 2009. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2009~D_20090602_112020-04998 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

25. Bhuyan, Md Delwar Hossain. Statistical transfer matrix-based damage localization and quantification for civil structures : Localisation et quantification statistiques d'endommagements à partir des matrices de transfert pour les structures de génie civil.

Degree: Docteur es, Traitement du signal et télécommunications, 2017, Rennes 1

La localisation de dégâts basée sur les mesures de vibrations est devenue un axe de recherche important pour la surveillance de la santé structurale (SHM).… (more)

Subjects/Keywords: Localisation des dégâts; Quantification statistique; Analyse de covariance; Stochastic System Identification; Damage localization; Quantification; Load vectors; Covariance analysis; Stochastic System Identification; Hypothesis testing; Statistical evaluation

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APA (6th Edition):

Bhuyan, M. D. H. (2017). Statistical transfer matrix-based damage localization and quantification for civil structures : Localisation et quantification statistiques d'endommagements à partir des matrices de transfert pour les structures de génie civil. (Doctoral Dissertation). Rennes 1. Retrieved from http://www.theses.fr/2017REN1S082

Chicago Manual of Style (16th Edition):

Bhuyan, Md Delwar Hossain. “Statistical transfer matrix-based damage localization and quantification for civil structures : Localisation et quantification statistiques d'endommagements à partir des matrices de transfert pour les structures de génie civil.” 2017. Doctoral Dissertation, Rennes 1. Accessed April 10, 2021. http://www.theses.fr/2017REN1S082.

MLA Handbook (7th Edition):

Bhuyan, Md Delwar Hossain. “Statistical transfer matrix-based damage localization and quantification for civil structures : Localisation et quantification statistiques d'endommagements à partir des matrices de transfert pour les structures de génie civil.” 2017. Web. 10 Apr 2021.

Vancouver:

Bhuyan MDH. Statistical transfer matrix-based damage localization and quantification for civil structures : Localisation et quantification statistiques d'endommagements à partir des matrices de transfert pour les structures de génie civil. [Internet] [Doctoral dissertation]. Rennes 1; 2017. [cited 2021 Apr 10]. Available from: http://www.theses.fr/2017REN1S082.

Council of Science Editors:

Bhuyan MDH. Statistical transfer matrix-based damage localization and quantification for civil structures : Localisation et quantification statistiques d'endommagements à partir des matrices de transfert pour les structures de génie civil. [Doctoral Dissertation]. Rennes 1; 2017. Available from: http://www.theses.fr/2017REN1S082


University of Western Ontario

26. Younis, Abdul-Aziz. Experimental and Numerical Study on Three-Edge Bearing Test for Reinforced Concrete Pipe.

Degree: 2020, University of Western Ontario

 Reinforced Concrete Pipe (RCP) is widely used in storm and wastewater management owing to its resiliency and reliability. The century old Three-Edge Bearing Test (TEBT)… (more)

Subjects/Keywords: Reinforced Concrete Pipe; Three Edge Bearing Test; D-Load; Standard; Finite Element Analysis; Concrete Damage Plasticity; Civil and Environmental Engineering; Structural Engineering

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

APA (6th Edition):

Younis, A. (2020). Experimental and Numerical Study on Three-Edge Bearing Test for Reinforced Concrete Pipe. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/7146

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):

Younis, Abdul-Aziz. “Experimental and Numerical Study on Three-Edge Bearing Test for Reinforced Concrete Pipe.” 2020. Thesis, University of Western Ontario. Accessed April 10, 2021. https://ir.lib.uwo.ca/etd/7146.

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

MLA Handbook (7th Edition):

Younis, Abdul-Aziz. “Experimental and Numerical Study on Three-Edge Bearing Test for Reinforced Concrete Pipe.” 2020. Web. 10 Apr 2021.

Vancouver:

Younis A. Experimental and Numerical Study on Three-Edge Bearing Test for Reinforced Concrete Pipe. [Internet] [Thesis]. University of Western Ontario; 2020. [cited 2021 Apr 10]. Available from: https://ir.lib.uwo.ca/etd/7146.

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

Council of Science Editors:

Younis A. Experimental and Numerical Study on Three-Edge Bearing Test for Reinforced Concrete Pipe. [Thesis]. University of Western Ontario; 2020. Available from: https://ir.lib.uwo.ca/etd/7146

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

27. Taher, Bilal. Analyse et modélisation de l'endommagement dû au couplage thermomécanique des multi-matériaux cylindriques : Analysis and modeling of damage due to thermomechanical coupling of cylindrical multi-materials.

Degree: Docteur es, Mécanique, 2012, Belfort-Montbéliard

Un grand nombre de systèmes thermomécaniques industriels se trouve confronté à des régimes transitoires plus ou moins rapides suivant la fréquence de fonctionnement. L'amélioration de… (more)

Subjects/Keywords: Fatigue thermique; Thermomécanique; Endommagement; Thermo-élasto-plastique; Couplage; Multi-matériaux; Charge cyclique thermique; Thermal stress; Thermo-mechanical; Damage; Thermo-elasto-plastic; Coupling; Multi-material; Cycling thermal load

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

APA (6th Edition):

Taher, B. (2012). Analyse et modélisation de l'endommagement dû au couplage thermomécanique des multi-matériaux cylindriques : Analysis and modeling of damage due to thermomechanical coupling of cylindrical multi-materials. (Doctoral Dissertation). Belfort-Montbéliard. Retrieved from http://www.theses.fr/2012BELF0174

Chicago Manual of Style (16th Edition):

Taher, Bilal. “Analyse et modélisation de l'endommagement dû au couplage thermomécanique des multi-matériaux cylindriques : Analysis and modeling of damage due to thermomechanical coupling of cylindrical multi-materials.” 2012. Doctoral Dissertation, Belfort-Montbéliard. Accessed April 10, 2021. http://www.theses.fr/2012BELF0174.

MLA Handbook (7th Edition):

Taher, Bilal. “Analyse et modélisation de l'endommagement dû au couplage thermomécanique des multi-matériaux cylindriques : Analysis and modeling of damage due to thermomechanical coupling of cylindrical multi-materials.” 2012. Web. 10 Apr 2021.

Vancouver:

Taher B. Analyse et modélisation de l'endommagement dû au couplage thermomécanique des multi-matériaux cylindriques : Analysis and modeling of damage due to thermomechanical coupling of cylindrical multi-materials. [Internet] [Doctoral dissertation]. Belfort-Montbéliard; 2012. [cited 2021 Apr 10]. Available from: http://www.theses.fr/2012BELF0174.

Council of Science Editors:

Taher B. Analyse et modélisation de l'endommagement dû au couplage thermomécanique des multi-matériaux cylindriques : Analysis and modeling of damage due to thermomechanical coupling of cylindrical multi-materials. [Doctoral Dissertation]. Belfort-Montbéliard; 2012. Available from: http://www.theses.fr/2012BELF0174


Brno University of Technology

28. Folvarčná, Ingrid. Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky: Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces.

Degree: 2020, Brno University of Technology

 Design and manufacture of test elements for experimental laboratory testing of shear damage. Testing of selected mechanical characteristics of test elements. Experimental analysis of test… (more)

Subjects/Keywords: Beton; zesilování konstrukcí; externí zesílení; matematický model; statický výpočet; zatěžovací zkouška; smykové porušení; Concrete; structures strengthening; external reinforcement; mathematical model; static analysis; load test; shear damage

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

APA (6th Edition):

Folvarčná, I. (2020). Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky: Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57646

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):

Folvarčná, Ingrid. “Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky: Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces.” 2020. Thesis, Brno University of Technology. Accessed April 10, 2021. http://hdl.handle.net/11012/57646.

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

MLA Handbook (7th Edition):

Folvarčná, Ingrid. “Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky: Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces.” 2020. Web. 10 Apr 2021.

Vancouver:

Folvarčná I. Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky: Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/11012/57646.

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

Council of Science Editors:

Folvarčná I. Experimentální a numerická analýza zesílení ŽB prvku na smykové účinky: Experimental and numerical analysis of reinforced concrete reinforcement member subjected to shear forces. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57646

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


Brno University of Technology

29. Naď, Martin. Pokročilé metódy hodnotenia poškodzovania trubkových zväzkov v kotle: Advanced Methods for Damage Evaluation of Boiler Tube Bundles.

Degree: 2019, Brno University of Technology

 This thesis is focused on the application of advanced methods for evaluating damage to boiler tubes, specifically temperature related damage. The aim of this work… (more)

Subjects/Keywords: Teplotné zaťaženie; poškodenie vplyvom teploty; creep; životnosť; prehrievač; priemyselný plynový kotol.; Thermal load; temperature related damage; creep; life expectancy; superheater; industrial natural gas boiler.

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APA (6th Edition):

Naď, M. (2019). Pokročilé metódy hodnotenia poškodzovania trubkových zväzkov v kotle: Advanced Methods for Damage Evaluation of Boiler Tube Bundles. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/139108

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):

Naď, Martin. “Pokročilé metódy hodnotenia poškodzovania trubkových zväzkov v kotle: Advanced Methods for Damage Evaluation of Boiler Tube Bundles.” 2019. Thesis, Brno University of Technology. Accessed April 10, 2021. http://hdl.handle.net/11012/139108.

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

MLA Handbook (7th Edition):

Naď, Martin. “Pokročilé metódy hodnotenia poškodzovania trubkových zväzkov v kotle: Advanced Methods for Damage Evaluation of Boiler Tube Bundles.” 2019. Web. 10 Apr 2021.

Vancouver:

Naď M. Pokročilé metódy hodnotenia poškodzovania trubkových zväzkov v kotle: Advanced Methods for Damage Evaluation of Boiler Tube Bundles. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/11012/139108.

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

Council of Science Editors:

Naď M. Pokročilé metódy hodnotenia poškodzovania trubkových zväzkov v kotle: Advanced Methods for Damage Evaluation of Boiler Tube Bundles. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/139108

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


Loughborough University

30. Casas-Rodriguez, Juan P. Damage in adhesively bonded joints : sinusoidal and impact fatigue.

Degree: PhD, 2008, Loughborough University

 The main aim of this research was to investigate the behaviour of adhesive joints exposed to repeated low-velocity impact i.e. impact fatigue (IF), and to… (more)

Subjects/Keywords: 620.110287; Fatigue; Adhesives; Impact fatigue; High load rate; CFRP; Damage tolerance; Fracture mechanics

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

APA (6th Edition):

Casas-Rodriguez, J. P. (2008). Damage in adhesively bonded joints : sinusoidal and impact fatigue. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/11814

Chicago Manual of Style (16th Edition):

Casas-Rodriguez, Juan P. “Damage in adhesively bonded joints : sinusoidal and impact fatigue.” 2008. Doctoral Dissertation, Loughborough University. Accessed April 10, 2021. http://hdl.handle.net/2134/11814.

MLA Handbook (7th Edition):

Casas-Rodriguez, Juan P. “Damage in adhesively bonded joints : sinusoidal and impact fatigue.” 2008. Web. 10 Apr 2021.

Vancouver:

Casas-Rodriguez JP. Damage in adhesively bonded joints : sinusoidal and impact fatigue. [Internet] [Doctoral dissertation]. Loughborough University; 2008. [cited 2021 Apr 10]. Available from: http://hdl.handle.net/2134/11814.

Council of Science Editors:

Casas-Rodriguez JP. Damage in adhesively bonded joints : sinusoidal and impact fatigue. [Doctoral Dissertation]. Loughborough University; 2008. Available from: http://hdl.handle.net/2134/11814

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