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You searched for subject:(shear stiffness). Showing records 1 – 30 of 96 total matches.

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Colorado State University

1. Badanagki, Mahir. Shear strength and stiffness of a Sahara sand from Libya.

Degree: MS(M.S.), Civil and Environmental Engineering, 2011, Colorado State University

 Modern geotechnical analyses rely upon a rigorous characterization of the dilatancy, critical state and stiffness parameters of geomaterials. In order to generate a fundamental database… (more)

Subjects/Keywords: Tripoli; Libya; Sahara; sand; shear strength; stiffness

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APA (6th Edition):

Badanagki, M. (2011). Shear strength and stiffness of a Sahara sand from Libya. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/48192

Chicago Manual of Style (16th Edition):

Badanagki, Mahir. “Shear strength and stiffness of a Sahara sand from Libya.” 2011. Masters Thesis, Colorado State University. Accessed September 30, 2020. http://hdl.handle.net/10217/48192.

MLA Handbook (7th Edition):

Badanagki, Mahir. “Shear strength and stiffness of a Sahara sand from Libya.” 2011. Web. 30 Sep 2020.

Vancouver:

Badanagki M. Shear strength and stiffness of a Sahara sand from Libya. [Internet] [Masters thesis]. Colorado State University; 2011. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10217/48192.

Council of Science Editors:

Badanagki M. Shear strength and stiffness of a Sahara sand from Libya. [Masters Thesis]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/48192

2. Rehman, Naveed Ur. Behaviour of demountable shear connectors in composite structures.

Degree: PhD, 2017, University of Bradford

 The research presented in this thesis is to evaluate the feasibility of demountable shear connectors as an alternative to welded shear connectors in composite structures… (more)

Subjects/Keywords: 624.1; Demountable shear connectors; Push off tests; Shear capacity; Ductility; Stiffness

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APA (6th Edition):

Rehman, N. U. (2017). Behaviour of demountable shear connectors in composite structures. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/14790

Chicago Manual of Style (16th Edition):

Rehman, Naveed Ur. “Behaviour of demountable shear connectors in composite structures.” 2017. Doctoral Dissertation, University of Bradford. Accessed September 30, 2020. http://hdl.handle.net/10454/14790.

MLA Handbook (7th Edition):

Rehman, Naveed Ur. “Behaviour of demountable shear connectors in composite structures.” 2017. Web. 30 Sep 2020.

Vancouver:

Rehman NU. Behaviour of demountable shear connectors in composite structures. [Internet] [Doctoral dissertation]. University of Bradford; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10454/14790.

Council of Science Editors:

Rehman NU. Behaviour of demountable shear connectors in composite structures. [Doctoral Dissertation]. University of Bradford; 2017. Available from: http://hdl.handle.net/10454/14790


University of Ottawa

3. Bagheri, Mohammad Mehdi. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .

Degree: 2018, University of Ottawa

 The behavior of wood shear walls has been the focus of researchers and engineers for many years due to their availability in the North American… (more)

Subjects/Keywords: Light Frame Wood Shear Walls; Deflection and Stiffness of Wood Shear Walls; Cumulative Effects; Diaphragm Out-of-Plane Stiffness

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APA (6th Edition):

Bagheri, M. M. (2018). Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37946

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):

Bagheri, Mohammad Mehdi. “Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .” 2018. Thesis, University of Ottawa. Accessed September 30, 2020. http://hdl.handle.net/10393/37946.

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

MLA Handbook (7th Edition):

Bagheri, Mohammad Mehdi. “Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .” 2018. Web. 30 Sep 2020.

Vancouver:

Bagheri MM. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10393/37946.

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

Council of Science Editors:

Bagheri MM. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37946

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


University of Kentucky

4. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed September 30, 2020. http://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 30 Sep 2020.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2020 Sep 30]. Available from: http://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: http://uknowledge.uky.edu/ce_etds/11


University of Wollongong

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

Degree: Doctor of Philosophy, 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 September 30, 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. 30 Sep 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 Sep 30]. 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 Ottawa

6. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

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APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

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):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed September 30, 2020. http://hdl.handle.net/10393/35059.

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

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 30 Sep 2020.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10393/35059.

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

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

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


Univerzitet u Beogradu

7. Berisavljević, Dušan M. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom.

Degree: Rudarsko-geološki fakultet, 2018, Univerzitet u Beogradu

Rudarsko inženjerstvo-Eksploatacija vrstih mineralnih sirovina i mehanika stena / Mining engineering-Exploitation of solid mineral resources and rock mechanics

U disertaciji je prikazana analiza i interpretacija… (more)

Subjects/Keywords: dilatometer; shear wave velocity; strength and stiffness; settlement; loess; microstructure

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APA (6th Edition):

Berisavljević, D. M. (2018). Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get

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):

Berisavljević, Dušan M. “Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom.” 2018. Thesis, Univerzitet u Beogradu. Accessed September 30, 2020. https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get.

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

MLA Handbook (7th Edition):

Berisavljević, Dušan M. “Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom.” 2018. Web. 30 Sep 2020.

Vancouver:

Berisavljević DM. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom. [Internet] [Thesis]. Univerzitet u Beogradu; 2018. [cited 2020 Sep 30]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get.

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

Council of Science Editors:

Berisavljević DM. Geotehničko modeliranje tla na osnovu parametara određenih seizmičkim dilatometrom. [Thesis]. Univerzitet u Beogradu; 2018. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:17069/bdef:Content/get

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


University of New South Wales

8. Li, Haiwen. Dynamic properties of sand-fiber mixtures.

Degree: Civil & Environmental Engineering, 2019, University of New South Wales

 The mechanics of fiber reinforced sand has been comprehensively studied in the past few decades, especially by means of large deformation monotonic behavior and static… (more)

Subjects/Keywords: Small strain shear stiffness; Sand-fiber mixters; Dynamic properties

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APA (6th Edition):

Li, H. (2019). Dynamic properties of sand-fiber mixtures. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/64236 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:61730/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Li, Haiwen. “Dynamic properties of sand-fiber mixtures.” 2019. Doctoral Dissertation, University of New South Wales. Accessed September 30, 2020. http://handle.unsw.edu.au/1959.4/64236 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:61730/SOURCE02?view=true.

MLA Handbook (7th Edition):

Li, Haiwen. “Dynamic properties of sand-fiber mixtures.” 2019. Web. 30 Sep 2020.

Vancouver:

Li H. Dynamic properties of sand-fiber mixtures. [Internet] [Doctoral dissertation]. University of New South Wales; 2019. [cited 2020 Sep 30]. Available from: http://handle.unsw.edu.au/1959.4/64236 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:61730/SOURCE02?view=true.

Council of Science Editors:

Li H. Dynamic properties of sand-fiber mixtures. [Doctoral Dissertation]. University of New South Wales; 2019. Available from: http://handle.unsw.edu.au/1959.4/64236 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:61730/SOURCE02?view=true


University of Iowa

9. Krog, Benjamin Lee. Mechanisms of resistance to fluid shear stress in malignant cells.

Degree: MS, Biomedical Engineering, 2016, University of Iowa

  Cancer cells traveling to distant tissues during metastasis must survive passing through the circulation. However, the influence of this fluid microenvironment on these cells… (more)

Subjects/Keywords: cancer; fluid shear stress; mechanics; repair; resistance; stiffness

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APA (6th Edition):

Krog, B. L. (2016). Mechanisms of resistance to fluid shear stress in malignant cells. (Masters Thesis). University of Iowa. Retrieved from https://ir.uiowa.edu/etd/6166

Chicago Manual of Style (16th Edition):

Krog, Benjamin Lee. “Mechanisms of resistance to fluid shear stress in malignant cells.” 2016. Masters Thesis, University of Iowa. Accessed September 30, 2020. https://ir.uiowa.edu/etd/6166.

MLA Handbook (7th Edition):

Krog, Benjamin Lee. “Mechanisms of resistance to fluid shear stress in malignant cells.” 2016. Web. 30 Sep 2020.

Vancouver:

Krog BL. Mechanisms of resistance to fluid shear stress in malignant cells. [Internet] [Masters thesis]. University of Iowa; 2016. [cited 2020 Sep 30]. Available from: https://ir.uiowa.edu/etd/6166.

Council of Science Editors:

Krog BL. Mechanisms of resistance to fluid shear stress in malignant cells. [Masters Thesis]. University of Iowa; 2016. Available from: https://ir.uiowa.edu/etd/6166


Boise State University

10. Detweiler, Michael Allen. Microenvironmental Forces Regulate Notch Signaling Through Integrins.

Degree: 2018, Boise State University

 The extracellular microenvironment contributes significantly to a cell’s function and behavior. For instance, cell-cell interactions, cell-substrate interactions, and physical forces are all factors of the… (more)

Subjects/Keywords: Notch; mechanotransduction; shear stress; ECM stiffness; Cell Biology

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APA (6th Edition):

Detweiler, M. A. (2018). Microenvironmental Forces Regulate Notch Signaling Through Integrins. (Thesis). Boise State University. Retrieved from https://scholarworks.boisestate.edu/td/1469

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):

Detweiler, Michael Allen. “Microenvironmental Forces Regulate Notch Signaling Through Integrins.” 2018. Thesis, Boise State University. Accessed September 30, 2020. https://scholarworks.boisestate.edu/td/1469.

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

MLA Handbook (7th Edition):

Detweiler, Michael Allen. “Microenvironmental Forces Regulate Notch Signaling Through Integrins.” 2018. Web. 30 Sep 2020.

Vancouver:

Detweiler MA. Microenvironmental Forces Regulate Notch Signaling Through Integrins. [Internet] [Thesis]. Boise State University; 2018. [cited 2020 Sep 30]. Available from: https://scholarworks.boisestate.edu/td/1469.

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

Council of Science Editors:

Detweiler MA. Microenvironmental Forces Regulate Notch Signaling Through Integrins. [Thesis]. Boise State University; 2018. Available from: https://scholarworks.boisestate.edu/td/1469

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


University of Wollongong

11. Ribeiro Heitor, Ana Paula. Assessment of post-compaction characteristics of an unsaturated silty sand.

Degree: PhD, 2013, University of Wollongong

  Conventional field compaction control methods including nuclear gauge, sand cone and rubber balloon, are effective at the time of placement. However, their measurements are… (more)

Subjects/Keywords: unsaturated compacted soil; shear wave velocity and small strain shear stiffness; constant water content direct shear tests

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APA (6th Edition):

Ribeiro Heitor, A. P. (2013). Assessment of post-compaction characteristics of an unsaturated silty sand. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732

Chicago Manual of Style (16th Edition):

Ribeiro Heitor, Ana Paula. “Assessment of post-compaction characteristics of an unsaturated silty sand.” 2013. Doctoral Dissertation, University of Wollongong. Accessed September 30, 2020. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732.

MLA Handbook (7th Edition):

Ribeiro Heitor, Ana Paula. “Assessment of post-compaction characteristics of an unsaturated silty sand.” 2013. Web. 30 Sep 2020.

Vancouver:

Ribeiro Heitor AP. Assessment of post-compaction characteristics of an unsaturated silty sand. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2020 Sep 30]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732.

Council of Science Editors:

Ribeiro Heitor AP. Assessment of post-compaction characteristics of an unsaturated silty sand. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3732


Virginia Tech

12. Bott, James Wescott. Horizontal Stiffness of Wood Diaphragms.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 An experimental investigation was conducted to study the stiffness of wood diaphragms. Currently there is no method to calculate wood diaphragm stiffness that can reliably… (more)

Subjects/Keywords: shear stiffness; diaphragm stiffness; diaphragm deflection; wood diaphragm

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APA (6th Edition):

Bott, J. W. (2005). Horizontal Stiffness of Wood Diaphragms. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32641

Chicago Manual of Style (16th Edition):

Bott, James Wescott. “Horizontal Stiffness of Wood Diaphragms.” 2005. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/32641.

MLA Handbook (7th Edition):

Bott, James Wescott. “Horizontal Stiffness of Wood Diaphragms.” 2005. Web. 30 Sep 2020.

Vancouver:

Bott JW. Horizontal Stiffness of Wood Diaphragms. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/32641.

Council of Science Editors:

Bott JW. Horizontal Stiffness of Wood Diaphragms. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/32641


University of Kentucky

13. Walton-Macaulay, Corrie. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.

Degree: 2015, University of Kentucky

 The objective of this research study is to determine whether the soil stiffness, from which the small-strain shear modulus is determined, can be used to… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Compacted Clay; Soil-Water Characteristic Curve; Shear Modulus; Soil Stiffness; Shear Strength.; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Walton-Macaulay, C. (2015). PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/28

Chicago Manual of Style (16th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Doctoral Dissertation, University of Kentucky. Accessed September 30, 2020. https://uknowledge.uky.edu/ce_etds/28.

MLA Handbook (7th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Web. 30 Sep 2020.

Vancouver:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2020 Sep 30]. Available from: https://uknowledge.uky.edu/ce_etds/28.

Council of Science Editors:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/28


Virginia Tech

14. Gates, Joseph Dwayne. Effects of a Flexible Foundation on the Response of a Timber Shear Wall.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 A parametric study was performed to determine the effect of flexible foundations on the response of timber shear walls. Timber shear walls, which typically consist… (more)

Subjects/Keywords: Joist Stiffness; Flexible Foundations; Shear Walls

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

APA (6th Edition):

Gates, J. D. (1997). Effects of a Flexible Foundation on the Response of a Timber Shear Wall. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35760

Chicago Manual of Style (16th Edition):

Gates, Joseph Dwayne. “Effects of a Flexible Foundation on the Response of a Timber Shear Wall.” 1997. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/35760.

MLA Handbook (7th Edition):

Gates, Joseph Dwayne. “Effects of a Flexible Foundation on the Response of a Timber Shear Wall.” 1997. Web. 30 Sep 2020.

Vancouver:

Gates JD. Effects of a Flexible Foundation on the Response of a Timber Shear Wall. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/35760.

Council of Science Editors:

Gates JD. Effects of a Flexible Foundation on the Response of a Timber Shear Wall. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/35760


Linnaeus University

15. Maharjan, Rajan. Numerical and experimental study of light-frame shear walls.

Degree: Building Technology, 2019, Linnaeus University

  In recent time, some of the construction processes of multi-storey timber buildings are achieved by using prefabricated volume modules since this method is very… (more)

Subjects/Keywords: wood; shear wall; FEM analysis; ABAQUS; experiment; stiffness; racking deformation; Building Technologies; Husbyggnad

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APA (6th Edition):

Maharjan, R. (2019). Numerical and experimental study of light-frame shear walls. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-97296

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):

Maharjan, Rajan. “Numerical and experimental study of light-frame shear walls.” 2019. Thesis, Linnaeus University. Accessed September 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-97296.

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

MLA Handbook (7th Edition):

Maharjan, Rajan. “Numerical and experimental study of light-frame shear walls.” 2019. Web. 30 Sep 2020.

Vancouver:

Maharjan R. Numerical and experimental study of light-frame shear walls. [Internet] [Thesis]. Linnaeus University; 2019. [cited 2020 Sep 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-97296.

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

Council of Science Editors:

Maharjan R. Numerical and experimental study of light-frame shear walls. [Thesis]. Linnaeus University; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-97296

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


Colorado State University

16. Wiechert, Ethan Patrick. Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures.

Degree: MS(M.S.), Civil and Environmental Engineering, 2011, Colorado State University

 The potential use of off-specification fly ashes to increase the shear strength and stiffness of an expansive soil-rubber (ESR) mixture was investigated systematically in this… (more)

Subjects/Keywords: expansive soil; off-specification fly ash; scrap tire rubber; shear strength; stiffness; triaxial

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

APA (6th Edition):

Wiechert, E. P. (2011). Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/47424

Chicago Manual of Style (16th Edition):

Wiechert, Ethan Patrick. “Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures.” 2011. Masters Thesis, Colorado State University. Accessed September 30, 2020. http://hdl.handle.net/10217/47424.

MLA Handbook (7th Edition):

Wiechert, Ethan Patrick. “Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures.” 2011. Web. 30 Sep 2020.

Vancouver:

Wiechert EP. Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures. [Internet] [Masters thesis]. Colorado State University; 2011. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10217/47424.

Council of Science Editors:

Wiechert EP. Beneficial use of off-specification fly ashes to increase the shear strength and stiffness of expansive soil-rubber (ESR) mixtures. [Masters Thesis]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/47424


Cal Poly

17. Perez-Barbante, Dezire Q'anna. IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL.

Degree: MS, Civil and Environmental Engineering, 2019, Cal Poly

  This thesis investigates full-scale pipe stem reinforced cob walls under in-plane cyclic shear loads. Cob is the combination of clay subsoils, sand, straw and… (more)

Subjects/Keywords: earthen building material; cob; in-plane shear; ductility; stiffness; R-factor; Civil Engineering; Structural Engineering

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APA (6th Edition):

Perez-Barbante, D. Q. (2019). IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/2116

Chicago Manual of Style (16th Edition):

Perez-Barbante, Dezire Q'anna. “IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL.” 2019. Masters Thesis, Cal Poly. Accessed September 30, 2020. https://digitalcommons.calpoly.edu/theses/2116.

MLA Handbook (7th Edition):

Perez-Barbante, Dezire Q'anna. “IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL.” 2019. Web. 30 Sep 2020.

Vancouver:

Perez-Barbante DQ. IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL. [Internet] [Masters thesis]. Cal Poly; 2019. [cited 2020 Sep 30]. Available from: https://digitalcommons.calpoly.edu/theses/2116.

Council of Science Editors:

Perez-Barbante DQ. IN-PLANE CYCLIC SHEAR PERFORMANCE OF PIPE STEM REINFORCED COB WALL. [Masters Thesis]. Cal Poly; 2019. Available from: https://digitalcommons.calpoly.edu/theses/2116

18. Caenen, Annette. A biomechanical analysis of shear wave elastography in pediatric heart models.

Degree: 2018, Ghent University

 Early detection of cardiac disease in children is essential to optimize treatment and follow-up, but also to reduce its associated mortality and morbidity. Various cardiac… (more)

Subjects/Keywords: Technology and Engineering; shear wave elastography; ultrasound; finite element modeling; heart; myocardial stiffness

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APA (6th Edition):

Caenen, A. (2018). A biomechanical analysis of shear wave elastography in pediatric heart models. (Thesis). Ghent University. Retrieved from http://hdl.handle.net/1854/LU-8557346

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):

Caenen, Annette. “A biomechanical analysis of shear wave elastography in pediatric heart models.” 2018. Thesis, Ghent University. Accessed September 30, 2020. http://hdl.handle.net/1854/LU-8557346.

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

MLA Handbook (7th Edition):

Caenen, Annette. “A biomechanical analysis of shear wave elastography in pediatric heart models.” 2018. Web. 30 Sep 2020.

Vancouver:

Caenen A. A biomechanical analysis of shear wave elastography in pediatric heart models. [Internet] [Thesis]. Ghent University; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1854/LU-8557346.

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

Council of Science Editors:

Caenen A. A biomechanical analysis of shear wave elastography in pediatric heart models. [Thesis]. Ghent University; 2018. Available from: http://hdl.handle.net/1854/LU-8557346

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


University of Western Ontario

19. Ahmad, Saeed. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.

Degree: 2016, University of Western Ontario

 The shear wave velocity (Vs) and shear modulus (G) are important parameters that are required when dealing with a variety of geotechnical problems covering a… (more)

Subjects/Keywords: Piezoelectric ring actuators; shear wave velocity; low-strain shear modulus; dynamic shear modulus; stiffness; oedometer; cyclic triaxial; static triaxial; cohesive soils; sands; empirical correlations.; Engineering

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APA (6th Edition):

Ahmad, S. (2016). Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3490

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):

Ahmad, Saeed. “Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.” 2016. Thesis, University of Western Ontario. Accessed September 30, 2020. https://ir.lib.uwo.ca/etd/3490.

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

MLA Handbook (7th Edition):

Ahmad, Saeed. “Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus.” 2016. Web. 30 Sep 2020.

Vancouver:

Ahmad S. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2020 Sep 30]. Available from: https://ir.lib.uwo.ca/etd/3490.

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

Council of Science Editors:

Ahmad S. Piezoelectric Device for Measuring Shear Wave Velocity of Soils and Evaluation of Low and High Strain Shear Modulus. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/3490

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


North Carolina State University

20. Huang, Yuanxiong. Material Charaterization and Performance Properties of Superpave Mixtures.

Degree: PhD, Civil Engineering, 2005, North Carolina State University

 The primary objectives of this research study was to characterize properties of two NCDOT Superpave mixes with regards to fatigue distress, and to develop phenomenological… (more)

Subjects/Keywords: dynamic axial stiffness; dynamic shear stiffness; asphalt concrete; pavement fatigue life

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APA (6th Edition):

Huang, Y. (2005). Material Charaterization and Performance Properties of Superpave Mixtures. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/4065

Chicago Manual of Style (16th Edition):

Huang, Yuanxiong. “Material Charaterization and Performance Properties of Superpave Mixtures.” 2005. Doctoral Dissertation, North Carolina State University. Accessed September 30, 2020. http://www.lib.ncsu.edu/resolver/1840.16/4065.

MLA Handbook (7th Edition):

Huang, Yuanxiong. “Material Charaterization and Performance Properties of Superpave Mixtures.” 2005. Web. 30 Sep 2020.

Vancouver:

Huang Y. Material Charaterization and Performance Properties of Superpave Mixtures. [Internet] [Doctoral dissertation]. North Carolina State University; 2005. [cited 2020 Sep 30]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4065.

Council of Science Editors:

Huang Y. Material Charaterization and Performance Properties of Superpave Mixtures. [Doctoral Dissertation]. North Carolina State University; 2005. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4065

21. Georgetti, Giovana Bizão. Deformabilidade de um solo laterítico não saturado.

Degree: PhD, Geotecnia, 2014, University of São Paulo

A deformabilidade é uma propriedade fundamental em projetos geotécnicos. A constatação de que as deformações em várias obras de engenharia se situam na faixa de… (more)

Subjects/Keywords: bender elements.; bender elements; coluna ressonante; compressão triaxial; deformabilidade; resistência ao cisalhamento; resonant column; shear strength; stiffness; sucção; suction; triaxial compression

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APA (6th Edition):

Georgetti, G. B. (2014). Deformabilidade de um solo laterítico não saturado. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;

Chicago Manual of Style (16th Edition):

Georgetti, Giovana Bizão. “Deformabilidade de um solo laterítico não saturado.” 2014. Doctoral Dissertation, University of São Paulo. Accessed September 30, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;.

MLA Handbook (7th Edition):

Georgetti, Giovana Bizão. “Deformabilidade de um solo laterítico não saturado.” 2014. Web. 30 Sep 2020.

Vancouver:

Georgetti GB. Deformabilidade de um solo laterítico não saturado. [Internet] [Doctoral dissertation]. University of São Paulo; 2014. [cited 2020 Sep 30]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;.

Council of Science Editors:

Georgetti GB. Deformabilidade de um solo laterítico não saturado. [Doctoral Dissertation]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;


University of Wollongong

22. Thirukumaran, Sivanathan. Shear strength of degradable rock joints.

Degree: PhD, 2014, University of Wollongong

  The typical shear behaviour of rough joints has been studied under constant normal stress or zero normal stiffness boundary conditions (CNL), but recent studies… (more)

Subjects/Keywords: rock joint; dilation; roughness; asperity damage; gouge material; 3D characterisation; shear strength; constant normal stiffness; rock slope stability

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APA (6th Edition):

Thirukumaran, S. (2014). Shear strength of degradable rock joints. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 0403 GEOLOGY, 0404 GEOPHYSICS, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4133

Chicago Manual of Style (16th Edition):

Thirukumaran, Sivanathan. “Shear strength of degradable rock joints.” 2014. Doctoral Dissertation, University of Wollongong. Accessed September 30, 2020. 0905 CIVIL ENGINEERING, 0403 GEOLOGY, 0404 GEOPHYSICS, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4133.

MLA Handbook (7th Edition):

Thirukumaran, Sivanathan. “Shear strength of degradable rock joints.” 2014. Web. 30 Sep 2020.

Vancouver:

Thirukumaran S. Shear strength of degradable rock joints. [Internet] [Doctoral dissertation]. University of Wollongong; 2014. [cited 2020 Sep 30]. Available from: 0905 CIVIL ENGINEERING, 0403 GEOLOGY, 0404 GEOPHYSICS, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4133.

Council of Science Editors:

Thirukumaran S. Shear strength of degradable rock joints. [Doctoral Dissertation]. University of Wollongong; 2014. Available from: 0905 CIVIL ENGINEERING, 0403 GEOLOGY, 0404 GEOPHYSICS, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/4133

23. Fiebelkorn, Jeremy. Slope Failure in Cretaceous Clay Shale in Western Manitoba: A Case Study.

Degree: Civil Engineering, 2015, University of Manitoba

 Slope instabilities have been affecting the grade slope of Provincial Trunk Highway 5 near the junction with Provincial Trunk Highway 10 in northwestern Manitoba for… (more)

Subjects/Keywords: Slope Stability; Ring Shear; Flooding; Elastic Stiffness

…Direct Shear Test Apparatus Figure 5.17a – Consolidation and Swelling, 75 kPa Normal Stress… …Shear Strength Envelope Figure 5.21 – Ring Shear Apparatus Figure 5.22 – Consolidation of… …Figure 5.23b – Clay Shale Specimen 2,  vs Displacement Figure 5.24a – T2-1 Residual Shear… …Strength Envelope Figure 5.24b – T2-2 Residual Shear Strength Envelope 132 132 133 133 134 134… …Contours Figure 8.5 – Yielded Elements in Shear Zone Figure 8.6 – Porewater Pressure and… 

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APA (6th Edition):

Fiebelkorn, J. (2015). Slope Failure in Cretaceous Clay Shale in Western Manitoba: A Case Study. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30337

Chicago Manual of Style (16th Edition):

Fiebelkorn, Jeremy. “Slope Failure in Cretaceous Clay Shale in Western Manitoba: A Case Study.” 2015. Masters Thesis, University of Manitoba. Accessed September 30, 2020. http://hdl.handle.net/1993/30337.

MLA Handbook (7th Edition):

Fiebelkorn, Jeremy. “Slope Failure in Cretaceous Clay Shale in Western Manitoba: A Case Study.” 2015. Web. 30 Sep 2020.

Vancouver:

Fiebelkorn J. Slope Failure in Cretaceous Clay Shale in Western Manitoba: A Case Study. [Internet] [Masters thesis]. University of Manitoba; 2015. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1993/30337.

Council of Science Editors:

Fiebelkorn J. Slope Failure in Cretaceous Clay Shale in Western Manitoba: A Case Study. [Masters Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30337

24. Korkmaz, Ebubekir. Böjprovning av spikplåtsskarvad träbalk.

Degree: Energy Systems and Building Technology, 2019, University of Gävle

This thesis examines the bearing capacity, stiffness, shear and moment force of a continuous wooden beam and how the parameters of the beam changes… (more)

Subjects/Keywords: Construction timber; nail plate fastener; strength; moment; shear; stiffness.; Konstruktionsvirke; Spikplåt; Hållfasthet; Moment; Tvärkraft; Styvhet.; Building Technologies; Husbyggnad

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APA (6th Edition):

Korkmaz, E. (2019). Böjprovning av spikplåtsskarvad träbalk. (Thesis). University of Gävle. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30049

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):

Korkmaz, Ebubekir. “Böjprovning av spikplåtsskarvad träbalk.” 2019. Thesis, University of Gävle. Accessed September 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30049.

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

MLA Handbook (7th Edition):

Korkmaz, Ebubekir. “Böjprovning av spikplåtsskarvad träbalk.” 2019. Web. 30 Sep 2020.

Vancouver:

Korkmaz E. Böjprovning av spikplåtsskarvad träbalk. [Internet] [Thesis]. University of Gävle; 2019. [cited 2020 Sep 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30049.

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

Council of Science Editors:

Korkmaz E. Böjprovning av spikplåtsskarvad träbalk. [Thesis]. University of Gävle; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30049

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


University of Western Ontario

25. Adawi, Aiham. Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete.

Degree: 2015, University of Western Ontario

 Hollowcore slabs are used in floors and roofs of residential, commercial, industrial and institutional buildings. They are precast/prestressed concrete elements produced using the extrusion process.… (more)

Subjects/Keywords: hollowcore slabs; composite action; concrete topping; Finite Element Analysis; shear stresses; peel stresses; interface stiffness; Structural Engineering

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APA (6th Edition):

Adawi, A. (2015). Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3265

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):

Adawi, Aiham. “Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete.” 2015. Thesis, University of Western Ontario. Accessed September 30, 2020. https://ir.lib.uwo.ca/etd/3265.

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

MLA Handbook (7th Edition):

Adawi, Aiham. “Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete.” 2015. Web. 30 Sep 2020.

Vancouver:

Adawi A. Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete. [Internet] [Thesis]. University of Western Ontario; 2015. [cited 2020 Sep 30]. Available from: https://ir.lib.uwo.ca/etd/3265.

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

Council of Science Editors:

Adawi A. Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete. [Thesis]. University of Western Ontario; 2015. Available from: https://ir.lib.uwo.ca/etd/3265

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

26. Benouaich, Léo. Analyse biomécanique de l'appui sportif : contributions méthodologiques et application au saut en kungfu wushu : Biomechanics of sports stances : methodological contributions and application to jumps in wushu.

Degree: Docteur es, Biomécanique et ingénierie pour la santé, 2015, Paris, ENSAM

L'analyse biomécanique du geste sportif vise à mieux comprendre les mécanismes de la performance, en vue de l'améliorer tout en limitant le risque de blessures.… (more)

Subjects/Keywords: Appui sportif; Dynamique inverse; Raideur articulaire; Cheville; Élastographie; Sports stances; Inverse dynamics; Joint stiffness; Ankle; Shear wave elastography

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APA (6th Edition):

Benouaich, L. (2015). Analyse biomécanique de l'appui sportif : contributions méthodologiques et application au saut en kungfu wushu : Biomechanics of sports stances : methodological contributions and application to jumps in wushu. (Doctoral Dissertation). Paris, ENSAM. Retrieved from http://www.theses.fr/2015ENAM0010

Chicago Manual of Style (16th Edition):

Benouaich, Léo. “Analyse biomécanique de l'appui sportif : contributions méthodologiques et application au saut en kungfu wushu : Biomechanics of sports stances : methodological contributions and application to jumps in wushu.” 2015. Doctoral Dissertation, Paris, ENSAM. Accessed September 30, 2020. http://www.theses.fr/2015ENAM0010.

MLA Handbook (7th Edition):

Benouaich, Léo. “Analyse biomécanique de l'appui sportif : contributions méthodologiques et application au saut en kungfu wushu : Biomechanics of sports stances : methodological contributions and application to jumps in wushu.” 2015. Web. 30 Sep 2020.

Vancouver:

Benouaich L. Analyse biomécanique de l'appui sportif : contributions méthodologiques et application au saut en kungfu wushu : Biomechanics of sports stances : methodological contributions and application to jumps in wushu. [Internet] [Doctoral dissertation]. Paris, ENSAM; 2015. [cited 2020 Sep 30]. Available from: http://www.theses.fr/2015ENAM0010.

Council of Science Editors:

Benouaich L. Analyse biomécanique de l'appui sportif : contributions méthodologiques et application au saut en kungfu wushu : Biomechanics of sports stances : methodological contributions and application to jumps in wushu. [Doctoral Dissertation]. Paris, ENSAM; 2015. Available from: http://www.theses.fr/2015ENAM0010


University of Florida

27. Marchman, Kellon Ryan. In Situ Investigation of Sliding Direction Dependency on the Wear of Single Crystal Magnesium Oxide.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2012, University of Florida

 Ionic solids are unique materials to study, offering a wide range of physical properties and varying crystallographic tendencies. Amongst this group is magnesium oxide (MgO).… (more)

Subjects/Keywords: Coefficient of friction; Friction; Ions; Magnesium compounds; Shear stress; Single crystals; Sliding; Stiffness; Tribology; Tribometers; crystal  – mgo  – wear

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APA (6th Edition):

Marchman, K. R. (2012). In Situ Investigation of Sliding Direction Dependency on the Wear of Single Crystal Magnesium Oxide. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0044271

Chicago Manual of Style (16th Edition):

Marchman, Kellon Ryan. “In Situ Investigation of Sliding Direction Dependency on the Wear of Single Crystal Magnesium Oxide.” 2012. Masters Thesis, University of Florida. Accessed September 30, 2020. https://ufdc.ufl.edu/UFE0044271.

MLA Handbook (7th Edition):

Marchman, Kellon Ryan. “In Situ Investigation of Sliding Direction Dependency on the Wear of Single Crystal Magnesium Oxide.” 2012. Web. 30 Sep 2020.

Vancouver:

Marchman KR. In Situ Investigation of Sliding Direction Dependency on the Wear of Single Crystal Magnesium Oxide. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2020 Sep 30]. Available from: https://ufdc.ufl.edu/UFE0044271.

Council of Science Editors:

Marchman KR. In Situ Investigation of Sliding Direction Dependency on the Wear of Single Crystal Magnesium Oxide. [Masters Thesis]. University of Florida; 2012. Available from: https://ufdc.ufl.edu/UFE0044271


University of Florida

28. Sharma, Ashesh. Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties.

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

 A novel method involving the use of micro-mechanical analysis to predict elastic constants of a unidirectional fiber-reinforced composite is proposed. The method revolves around a… (more)

Subjects/Keywords: Boundary conditions; Composite materials; Finite element analysis; Materials science; Mathematical variables; Micromechanics; Modeling; Parametric models; Shear modulus; Stiffness matrix; composites  – micromechanics

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APA (6th Edition):

Sharma, A. (2013). Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0045554

Chicago Manual of Style (16th Edition):

Sharma, Ashesh. “Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties.” 2013. Masters Thesis, University of Florida. Accessed September 30, 2020. https://ufdc.ufl.edu/UFE0045554.

MLA Handbook (7th Edition):

Sharma, Ashesh. “Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties.” 2013. Web. 30 Sep 2020.

Vancouver:

Sharma A. Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2020 Sep 30]. Available from: https://ufdc.ufl.edu/UFE0045554.

Council of Science Editors:

Sharma A. Micromechanics of Composites Using a Two-Parameter Model and Response Surface Prediction of Its Properties. [Masters Thesis]. University of Florida; 2013. Available from: https://ufdc.ufl.edu/UFE0045554

29. Dikaros, Ioannis. Advanced beam theories for the analysis of beam structures.

Degree: 2016, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

 The major objective of the present doctoral dissertation was to develop advanced beam theories for the more elaborate analysis of beam structures. The improvements implemented… (more)

Subjects/Keywords: Θεωρία δοκού; Διαστρέβλωση; Στρέβλωση; Διατμητική υστέρηση; Διάτμηση; Στρέψη; Κάμψη; Μητρώο στιβαρότητας; Beam theory; Distortion; Warping; Shear lag; Shear; Torsion; Flexure; Stiffness matrix

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

APA (6th Edition):

Dikaros, I. (2016). Advanced beam theories for the analysis of beam structures. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/43214

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):

Dikaros, Ioannis. “Advanced beam theories for the analysis of beam structures.” 2016. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed September 30, 2020. http://hdl.handle.net/10442/hedi/43214.

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

MLA Handbook (7th Edition):

Dikaros, Ioannis. “Advanced beam theories for the analysis of beam structures.” 2016. Web. 30 Sep 2020.

Vancouver:

Dikaros I. Advanced beam theories for the analysis of beam structures. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10442/hedi/43214.

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

Council of Science Editors:

Dikaros I. Advanced beam theories for the analysis of beam structures. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. Available from: http://hdl.handle.net/10442/hedi/43214

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


Université du Luxembourg

30. Chrzanowski, Maciej. Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles.

Degree: 2019, Université du Luxembourg

 The PhD Thesis is dealing with the shear transfer in heavy steel-concrete composite columns with multiple encased steel profiles. In the conducted research, a focus… (more)

Subjects/Keywords: Steel-concrete composite columns; Multiple encased steel profiles; Shear transfer; Composite action; Shear connection; Structural behaviour; Effective stiffness; Engineering, computing & technology :: Civil engineering [C04]; Ingénierie, informatique & technologie :: Ingénierie civile [C04]

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

APA (6th Edition):

Chrzanowski, M. (2019). Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles. (Doctoral Dissertation). Université du Luxembourg. Retrieved from http://orbilu.uni.lu/handle/10993/40011

Chicago Manual of Style (16th Edition):

Chrzanowski, Maciej. “Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles.” 2019. Doctoral Dissertation, Université du Luxembourg. Accessed September 30, 2020. http://orbilu.uni.lu/handle/10993/40011.

MLA Handbook (7th Edition):

Chrzanowski, Maciej. “Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles.” 2019. Web. 30 Sep 2020.

Vancouver:

Chrzanowski M. Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles. [Internet] [Doctoral dissertation]. Université du Luxembourg; 2019. [cited 2020 Sep 30]. Available from: http://orbilu.uni.lu/handle/10993/40011.

Council of Science Editors:

Chrzanowski M. Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles. [Doctoral Dissertation]. Université du Luxembourg; 2019. Available from: http://orbilu.uni.lu/handle/10993/40011

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