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You searched for +publisher:"University of Saskatchewan" +contributor:("Sparling, Bruce"). Showing records 1 – 30 of 47 total matches.

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University of Saskatchewan

1. Sharbati, Ehsan. Mechanics and FEM simulation of active vibration control in structural systems by using internal mass reconfiguration.

Degree: 2011, University of Saskatchewan

 Relative motion of different parts of a structure can affect its vibrations that may be amplified or attenuated. If such a motion is properly devised,… (more)

Subjects/Keywords: moving mass; vibration control; finite element method

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APA (6th Edition):

Sharbati, E. (2011). Mechanics and FEM simulation of active vibration control in structural systems by using internal mass reconfiguration. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-09-68

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):

Sharbati, Ehsan. “Mechanics and FEM simulation of active vibration control in structural systems by using internal mass reconfiguration.” 2011. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2011-09-68.

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

MLA Handbook (7th Edition):

Sharbati, Ehsan. “Mechanics and FEM simulation of active vibration control in structural systems by using internal mass reconfiguration.” 2011. Web. 09 Dec 2019.

Vancouver:

Sharbati E. Mechanics and FEM simulation of active vibration control in structural systems by using internal mass reconfiguration. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2011-09-68.

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

Council of Science Editors:

Sharbati E. Mechanics and FEM simulation of active vibration control in structural systems by using internal mass reconfiguration. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-09-68

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


University of Saskatchewan

2. Kumar, Ajeet. Water flow and transport of chloride in unsaturated concrete.

Degree: 2010, University of Saskatchewan

 Concrete structures deteriorate in their operating environment under the combined action of harsh environmental conditions and external loading. Although the applied load can lead to… (more)

Subjects/Keywords: unsaturated concrete; chloride

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APA (6th Edition):

Kumar, A. (2010). Water flow and transport of chloride in unsaturated concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-07132010-144542

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):

Kumar, Ajeet. “Water flow and transport of chloride in unsaturated concrete.” 2010. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-07132010-144542.

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

MLA Handbook (7th Edition):

Kumar, Ajeet. “Water flow and transport of chloride in unsaturated concrete.” 2010. Web. 09 Dec 2019.

Vancouver:

Kumar A. Water flow and transport of chloride in unsaturated concrete. [Internet] [Thesis]. University of Saskatchewan; 2010. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-07132010-144542.

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

Council of Science Editors:

Kumar A. Water flow and transport of chloride in unsaturated concrete. [Thesis]. University of Saskatchewan; 2010. Available from: http://hdl.handle.net/10388/etd-07132010-144542

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


University of Saskatchewan

3. neely, darren. Failure mechanism of resin anchored rebar in potash.

Degree: 2014, University of Saskatchewan

 The use of reinforcing bar (rebar) anchored with resin is a common method of rock support in both hard and soft rock mining. The average… (more)

Subjects/Keywords: mining; rock mechanics; ground support; rebar; potash

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APA (6th Edition):

neely, d. (2014). Failure mechanism of resin anchored rebar in potash. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-07-1618

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):

neely, darren. “Failure mechanism of resin anchored rebar in potash.” 2014. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2014-07-1618.

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

MLA Handbook (7th Edition):

neely, darren. “Failure mechanism of resin anchored rebar in potash.” 2014. Web. 09 Dec 2019.

Vancouver:

neely d. Failure mechanism of resin anchored rebar in potash. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2014-07-1618.

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

Council of Science Editors:

neely d. Failure mechanism of resin anchored rebar in potash. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-07-1618

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


University of Saskatchewan

4. Ahmed, Kawsar. Evaluation of contact and non-contact lap splices in concrete block masonry specimens.

Degree: 2011, University of Saskatchewan

 An experimental program was performed for qualitative and quantitative comparison of the maximum tensile resistance of contact and non-contact lap spliced bars in reinforced concrete… (more)

Subjects/Keywords: Masonry; lap splice; Bond; Non-contact splice; Reinforced Masonry; Masonry wall

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APA (6th Edition):

Ahmed, K. (2011). Evaluation of contact and non-contact lap splices in concrete block masonry specimens. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06272011-233005

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):

Ahmed, Kawsar. “Evaluation of contact and non-contact lap splices in concrete block masonry specimens.” 2011. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-06272011-233005.

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

MLA Handbook (7th Edition):

Ahmed, Kawsar. “Evaluation of contact and non-contact lap splices in concrete block masonry specimens.” 2011. Web. 09 Dec 2019.

Vancouver:

Ahmed K. Evaluation of contact and non-contact lap splices in concrete block masonry specimens. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-06272011-233005.

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

Council of Science Editors:

Ahmed K. Evaluation of contact and non-contact lap splices in concrete block masonry specimens. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-06272011-233005

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


University of Saskatchewan

5. Kisin, Aleksandar. Evaluation of Mitigative Techniques for Non-Contact Lap Splices in Concrete Block Construction.

Degree: 2014, University of Saskatchewan

 A previously completed study in the field of concrete block construction by Ahmed and Feldman (2012) indicated that, on average, the reinforcing bars in non-contact… (more)

Subjects/Keywords: Bond; lap splices (contact & non-contact); concrete block construction; field implementation; knockout webs; transverse reinforcement

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APA (6th Edition):

Kisin, A. (2014). Evaluation of Mitigative Techniques for Non-Contact Lap Splices in Concrete Block Construction. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1497

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):

Kisin, Aleksandar. “Evaluation of Mitigative Techniques for Non-Contact Lap Splices in Concrete Block Construction.” 2014. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2014-04-1497.

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

MLA Handbook (7th Edition):

Kisin, Aleksandar. “Evaluation of Mitigative Techniques for Non-Contact Lap Splices in Concrete Block Construction.” 2014. Web. 09 Dec 2019.

Vancouver:

Kisin A. Evaluation of Mitigative Techniques for Non-Contact Lap Splices in Concrete Block Construction. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1497.

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

Council of Science Editors:

Kisin A. Evaluation of Mitigative Techniques for Non-Contact Lap Splices in Concrete Block Construction. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1497

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


University of Saskatchewan

6. Tissera, Nipun. Realistic Wind Loads on Reinforced Masonry Walls.

Degree: 2019, University of Saskatchewan

 Wind is a primary source of out-of-plane loads for masonry wall structural members. Although wind is a dynamic loading condition, the current body of research… (more)

Subjects/Keywords: dynamic; masonry; reinforced; wall; wind

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APA (6th Edition):

Tissera, N. (2019). Realistic Wind Loads on Reinforced Masonry Walls. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11968

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):

Tissera, Nipun. “Realistic Wind Loads on Reinforced Masonry Walls.” 2019. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/11968.

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

MLA Handbook (7th Edition):

Tissera, Nipun. “Realistic Wind Loads on Reinforced Masonry Walls.” 2019. Web. 09 Dec 2019.

Vancouver:

Tissera N. Realistic Wind Loads on Reinforced Masonry Walls. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/11968.

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

Council of Science Editors:

Tissera N. Realistic Wind Loads on Reinforced Masonry Walls. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/11968

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


University of Saskatchewan

7. Alwash, Mazin Baqir. Excitation sources for structural health monitoring of bridges.

Degree: 2010, University of Saskatchewan

 Vibration-based damage detection (VBDD) methods are structural health monitoring techniques that utilize changes to the dynamic characteristics of a structure (i.e. its natural frequencies, mode… (more)

Subjects/Keywords: dynamic excitation; Vibration based damage detection; Bridge testing

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APA (6th Edition):

Alwash, M. B. (2010). Excitation sources for structural health monitoring of bridges. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04242010-174348

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):

Alwash, Mazin Baqir. “Excitation sources for structural health monitoring of bridges.” 2010. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-04242010-174348.

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

MLA Handbook (7th Edition):

Alwash, Mazin Baqir. “Excitation sources for structural health monitoring of bridges.” 2010. Web. 09 Dec 2019.

Vancouver:

Alwash MB. Excitation sources for structural health monitoring of bridges. [Internet] [Thesis]. University of Saskatchewan; 2010. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-04242010-174348.

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

Council of Science Editors:

Alwash MB. Excitation sources for structural health monitoring of bridges. [Thesis]. University of Saskatchewan; 2010. Available from: http://hdl.handle.net/10388/etd-04242010-174348

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


University of Saskatchewan

8. Dompierre, Kathryn. Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings.

Degree: 2017, University of Saskatchewan

 End pit lakes (EPLs) are a relatively new strategy proposed for reclaiming oil sands surface mines. An EPL is formed within a depleted mine pit,… (more)

Subjects/Keywords: oil sands; fluid fine tailings; reclamation; end pit lake; mass transport; heat transfer

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

APA (6th Edition):

Dompierre, K. (2017). Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/7772

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):

Dompierre, Kathryn. “Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings.” 2017. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/7772.

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

MLA Handbook (7th Edition):

Dompierre, Kathryn. “Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings.” 2017. Web. 09 Dec 2019.

Vancouver:

Dompierre K. Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings. [Internet] [Thesis]. University of Saskatchewan; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/7772.

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

Council of Science Editors:

Dompierre K. Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings. [Thesis]. University of Saskatchewan; 2017. Available from: http://hdl.handle.net/10388/7772

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


University of Saskatchewan

9. Dompierre, Kathryn. Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings.

Degree: 2017, University of Saskatchewan

 End pit lakes (EPLs) are a relatively new strategy proposed for reclaiming oil sands surface mines. An EPL is formed within a depleted mine pit,… (more)

Subjects/Keywords: oil sands; fluid fine tailings; reclamation; end pit lake; mass transport; heat transfer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dompierre, K. (2017). Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/7771

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):

Dompierre, Kathryn. “Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings.” 2017. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/7771.

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

MLA Handbook (7th Edition):

Dompierre, Kathryn. “Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings.” 2017. Web. 09 Dec 2019.

Vancouver:

Dompierre K. Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings. [Internet] [Thesis]. University of Saskatchewan; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/7771.

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

Council of Science Editors:

Dompierre K. Controls on Mass and Thermal Loading to an Oil Sands End Pit Lake from Underlying Fluid Fine Tailings. [Thesis]. University of Saskatchewan; 2017. Available from: http://hdl.handle.net/10388/7771

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


University of Saskatchewan

10. Hassan, N. (Nazmul). Splice tests of plain steel bars in concrete.

Degree: 2011, University of Saskatchewan

 Fifteen splice specimens reinforced with plain steel bars, including three specimens instrumented with both steel and concrete strain gauges, were tested under monotonically applied four-point… (more)

Subjects/Keywords: plain reinforcement; bond; shear (beams); lap splice; slip; stress

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APA (6th Edition):

Hassan, N. (. (2011). Splice tests of plain steel bars in concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-02172011-220813

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):

Hassan, N (Nazmul). “Splice tests of plain steel bars in concrete.” 2011. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-02172011-220813.

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

MLA Handbook (7th Edition):

Hassan, N (Nazmul). “Splice tests of plain steel bars in concrete.” 2011. Web. 09 Dec 2019.

Vancouver:

Hassan N(. Splice tests of plain steel bars in concrete. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-02172011-220813.

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

Council of Science Editors:

Hassan N(. Splice tests of plain steel bars in concrete. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-02172011-220813

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


University of Saskatchewan

11. MacLeod, Alison Barbara. Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges.

Degree: 2010, University of Saskatchewan

 The steel through-truss Traffic Bridge, located in Saskatoon, Saskatchewan is over one hundred years old. The bridge has been subject to ongoing maintenance throughout its… (more)

Subjects/Keywords: Saskatoon; structural health monitoring; strain gauges; Traffic Bridge; truss; steel; bridge; instrumentation; SHM; finite element model

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

APA (6th Edition):

MacLeod, A. B. (2010). Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04122011-161104

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):

MacLeod, Alison Barbara. “Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges.” 2010. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-04122011-161104.

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

MLA Handbook (7th Edition):

MacLeod, Alison Barbara. “Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges.” 2010. Web. 09 Dec 2019.

Vancouver:

MacLeod AB. Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges. [Internet] [Thesis]. University of Saskatchewan; 2010. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-04122011-161104.

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

Council of Science Editors:

MacLeod AB. Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges. [Thesis]. University of Saskatchewan; 2010. Available from: http://hdl.handle.net/10388/etd-04122011-161104

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


University of Saskatchewan

12. MacLeod, Alison Barbara. Structural health monitoring the Traffic Bridge in Saskatoon using strain gauges.

Degree: 2010, University of Saskatchewan

 The steel through-truss Traffic Bridge, located in Saskatoon, Saskatchewan is over one hundred years old. The bridge has been subject to ongoing maintenance throughout its… (more)

Subjects/Keywords: SHM; instrumentation; structural health monitoring; strain gauges; Saskatoon; Traffic Bridge; steel; truss; bridge; finite element modeling; FEM

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

APA (6th Edition):

MacLeod, A. B. (2010). Structural health monitoring the Traffic Bridge in Saskatoon using strain gauges. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-04112011-204209

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):

MacLeod, Alison Barbara. “Structural health monitoring the Traffic Bridge in Saskatoon using strain gauges.” 2010. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-04112011-204209.

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

MLA Handbook (7th Edition):

MacLeod, Alison Barbara. “Structural health monitoring the Traffic Bridge in Saskatoon using strain gauges.” 2010. Web. 09 Dec 2019.

Vancouver:

MacLeod AB. Structural health monitoring the Traffic Bridge in Saskatoon using strain gauges. [Internet] [Thesis]. University of Saskatchewan; 2010. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-04112011-204209.

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

Council of Science Editors:

MacLeod AB. Structural health monitoring the Traffic Bridge in Saskatoon using strain gauges. [Thesis]. University of Saskatchewan; 2010. Available from: http://hdl.handle.net/10388/etd-04112011-204209

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


University of Saskatchewan

13. McDonald, Matthew Peter. Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography.

Degree: 2016, University of Saskatchewan

 Distal radius fractures are the most common form of osteoporotic fracture in women and play an important role in predicting other osteoporotic fractures. Colles’ fracture,… (more)

Subjects/Keywords: Bone; Radius; Fracture; pQCT; Colles'

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APA (6th Edition):

McDonald, M. P. (2016). Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/7712

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):

McDonald, Matthew Peter. “Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography.” 2016. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/7712.

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

MLA Handbook (7th Edition):

McDonald, Matthew Peter. “Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography.” 2016. Web. 09 Dec 2019.

Vancouver:

McDonald MP. Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography. [Internet] [Thesis]. University of Saskatchewan; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/7712.

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

Council of Science Editors:

McDonald MP. Predicting Distal Radius Failure Load during a Fall using Mechanical Testing and Peripheral Quantitative Computed Tomography. [Thesis]. University of Saskatchewan; 2016. Available from: http://hdl.handle.net/10388/7712

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


University of Saskatchewan

14. Miranda Orellana, Henry Paul 1974-. Out-of-plane behaviour of concrete block walls with unbonded reinforcement.

Degree: 2019, University of Saskatchewan

 The use of grout in conventional reinforced masonry construction increases the cost and time of construction but, when used in combination with reinforcing steel, allows… (more)

Subjects/Keywords: unbonded; arching

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APA (6th Edition):

Miranda Orellana, H. P. 1. (2019). Out-of-plane behaviour of concrete block walls with unbonded reinforcement. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11981

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):

Miranda Orellana, Henry Paul 1974-. “Out-of-plane behaviour of concrete block walls with unbonded reinforcement.” 2019. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/11981.

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

MLA Handbook (7th Edition):

Miranda Orellana, Henry Paul 1974-. “Out-of-plane behaviour of concrete block walls with unbonded reinforcement.” 2019. Web. 09 Dec 2019.

Vancouver:

Miranda Orellana HP1. Out-of-plane behaviour of concrete block walls with unbonded reinforcement. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/11981.

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

Council of Science Editors:

Miranda Orellana HP1. Out-of-plane behaviour of concrete block walls with unbonded reinforcement. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/11981

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


University of Saskatchewan

15. Kuley, Liz 1989-. Understanding Opportunities and Barriers to Engineering Student Success and Persistence.

Degree: 2018, University of Saskatchewan

 The objective of this work was to determine what opportunities and barriers exist for University of Saskatchewan engineering students that may affect persistence and/or academic… (more)

Subjects/Keywords: engineering education; higher education; retention

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APA (6th Edition):

Kuley, L. 1. (2018). Understanding Opportunities and Barriers to Engineering Student Success and Persistence. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11953

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):

Kuley, Liz 1989-. “Understanding Opportunities and Barriers to Engineering Student Success and Persistence.” 2018. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/11953.

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

MLA Handbook (7th Edition):

Kuley, Liz 1989-. “Understanding Opportunities and Barriers to Engineering Student Success and Persistence.” 2018. Web. 09 Dec 2019.

Vancouver:

Kuley L1. Understanding Opportunities and Barriers to Engineering Student Success and Persistence. [Internet] [Thesis]. University of Saskatchewan; 2018. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/11953.

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

Council of Science Editors:

Kuley L1. Understanding Opportunities and Barriers to Engineering Student Success and Persistence. [Thesis]. University of Saskatchewan; 2018. Available from: http://hdl.handle.net/10388/11953

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


University of Saskatchewan

16. Hassanzadeh, Elmira 1986-. Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans.

Degree: 2016, University of Saskatchewan

 Conventional water resource management has been based on the assumption of stationarity in the characteristics of the water resource systems. However, the validity of this… (more)

Subjects/Keywords: Integrated water resource modeling and management; Uncertain water availability and demand conditions; Alternative policy options; System vulnerability assessment; Risk-based analysis; Decision-making under uncertainty

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APA (6th Edition):

Hassanzadeh, E. 1. (2016). Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12146

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):

Hassanzadeh, Elmira 1986-. “Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans.” 2016. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/12146.

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

MLA Handbook (7th Edition):

Hassanzadeh, Elmira 1986-. “Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans.” 2016. Web. 09 Dec 2019.

Vancouver:

Hassanzadeh E1. Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans. [Internet] [Thesis]. University of Saskatchewan; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/12146.

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

Council of Science Editors:

Hassanzadeh E1. Integrated management of water resource systems under changing water availability, policy, and irrigation expansion plans. [Thesis]. University of Saskatchewan; 2016. Available from: http://hdl.handle.net/10388/12146

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


University of Saskatchewan

17. Morgan, Chris J 1989-. Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring.

Degree: 2019, University of Saskatchewan

 As bridge infrastructure continues to age, public agencies must reliably determine which structures can remain in service, and which structures require rehabilitation or replacement. Structural… (more)

Subjects/Keywords: Bridge; Rehabilitation; Structural Health Monitoring; Fatigue; Evaluation; Diefenbaker Bridge

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APA (6th Edition):

Morgan, C. J. 1. (2019). Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12141

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):

Morgan, Chris J 1989-. “Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring.” 2019. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/12141.

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

MLA Handbook (7th Edition):

Morgan, Chris J 1989-. “Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring.” 2019. Web. 09 Dec 2019.

Vancouver:

Morgan CJ1. Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/12141.

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

Council of Science Editors:

Morgan CJ1. Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/12141

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


University of Saskatchewan

18. Wang, Yufeng. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.

Degree: 2011, University of Saskatchewan

 Vibration-based damage detection (VBDD) techniques have been proposed as a potential form of structural health monitoring with which an entire structure can be evaluated simultaneously… (more)

Subjects/Keywords: Steel-free bridge deck; Multi-girder bridge superstructure; Vibration testing; Structural health monitoring; Vibration-based damage detection

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APA (6th Edition):

Wang, Y. (2011). VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-09-192

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):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2011-09-192.

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

MLA Handbook (7th Edition):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Web. 09 Dec 2019.

Vancouver:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2011-09-192.

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

Council of Science Editors:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-09-192

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


University of Saskatchewan

19. Saha, Ouafi 1971-. Cold weather admixture systems for cement-based materials applied to masonry mortar binder.

Degree: 2019, University of Saskatchewan

 Masonry construction in cold weather is a challenge due to the slow or non-existent hydration reaction of the cementitious material at low and subfreezing temperatures.… (more)

Subjects/Keywords: Masonry mortar; Antifreeze admixtures; Freezing point depression; Cold weather protection; Cement hydration; Cementitious materials characterization; Tracking water content; Time domain reflectometry

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APA (6th Edition):

Saha, O. 1. (2019). Cold weather admixture systems for cement-based materials applied to masonry mortar binder. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12384

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):

Saha, Ouafi 1971-. “Cold weather admixture systems for cement-based materials applied to masonry mortar binder.” 2019. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/12384.

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

MLA Handbook (7th Edition):

Saha, Ouafi 1971-. “Cold weather admixture systems for cement-based materials applied to masonry mortar binder.” 2019. Web. 09 Dec 2019.

Vancouver:

Saha O1. Cold weather admixture systems for cement-based materials applied to masonry mortar binder. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/12384.

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

Council of Science Editors:

Saha O1. Cold weather admixture systems for cement-based materials applied to masonry mortar binder. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/12384

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

20. Sekulovic, Montserrat. The effects of casting position and bar shape on the lap length of plain bars in concrete.

Degree: 2013, University of Saskatchewan

 Eighteen splice specimens were tested under four-point loading as part of a larger experimental investigation to study the behaviour of lap spliced plain steel bars… (more)

Subjects/Keywords: plain bars; bond; bar casting position; bar shape

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APA (6th Edition):

Sekulovic, M. (2013). The effects of casting position and bar shape on the lap length of plain bars in concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2013-03-933

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):

Sekulovic, Montserrat. “The effects of casting position and bar shape on the lap length of plain bars in concrete.” 2013. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2013-03-933.

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

MLA Handbook (7th Edition):

Sekulovic, Montserrat. “The effects of casting position and bar shape on the lap length of plain bars in concrete.” 2013. Web. 09 Dec 2019.

Vancouver:

Sekulovic M. The effects of casting position and bar shape on the lap length of plain bars in concrete. [Internet] [Thesis]. University of Saskatchewan; 2013. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2013-03-933.

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

Council of Science Editors:

Sekulovic M. The effects of casting position and bar shape on the lap length of plain bars in concrete. [Thesis]. University of Saskatchewan; 2013. Available from: http://hdl.handle.net/10388/ETD-2013-03-933

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

21. Zhu, Ming 1984-. Chloride Induced Pitting Corrosion-Fatigue in Reinforced Concrete Structures.

Degree: 2017, University of Saskatchewan

 There is currently a general agreement that the long-term performance of many civil infrastructure facilities, such as bridges, tunnels, harbor facilities, nuclear power plants etc.… (more)

Subjects/Keywords: corrosion-fatigue; reinforced concrete

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APA (6th Edition):

Zhu, M. 1. (2017). Chloride Induced Pitting Corrosion-Fatigue in Reinforced Concrete Structures. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/8101

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):

Zhu, Ming 1984-. “Chloride Induced Pitting Corrosion-Fatigue in Reinforced Concrete Structures.” 2017. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/8101.

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

MLA Handbook (7th Edition):

Zhu, Ming 1984-. “Chloride Induced Pitting Corrosion-Fatigue in Reinforced Concrete Structures.” 2017. Web. 09 Dec 2019.

Vancouver:

Zhu M1. Chloride Induced Pitting Corrosion-Fatigue in Reinforced Concrete Structures. [Internet] [Thesis]. University of Saskatchewan; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/8101.

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

Council of Science Editors:

Zhu M1. Chloride Induced Pitting Corrosion-Fatigue in Reinforced Concrete Structures. [Thesis]. University of Saskatchewan; 2017. Available from: http://hdl.handle.net/10388/8101

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

22. Woods, Simon. ANALYSIS AND SIMULATION OF ACTIVE VIBRATION DAMPENING USING CON-STRAINED MODAL SPACE OPTIMAL CONTROL APPROACH.

Degree: 2012, University of Saskatchewan

 The active vibration attenuation of linearly elastic structures modeled by the finite element method, with a possibly large number of degrees of freedom, is considered.… (more)

Subjects/Keywords: active vibration attenuation; under-actuated; optimal control

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APA (6th Edition):

Woods, S. (2012). ANALYSIS AND SIMULATION OF ACTIVE VIBRATION DAMPENING USING CON-STRAINED MODAL SPACE OPTIMAL CONTROL APPROACH. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-12-825

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):

Woods, Simon. “ANALYSIS AND SIMULATION OF ACTIVE VIBRATION DAMPENING USING CON-STRAINED MODAL SPACE OPTIMAL CONTROL APPROACH.” 2012. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2012-12-825.

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

MLA Handbook (7th Edition):

Woods, Simon. “ANALYSIS AND SIMULATION OF ACTIVE VIBRATION DAMPENING USING CON-STRAINED MODAL SPACE OPTIMAL CONTROL APPROACH.” 2012. Web. 09 Dec 2019.

Vancouver:

Woods S. ANALYSIS AND SIMULATION OF ACTIVE VIBRATION DAMPENING USING CON-STRAINED MODAL SPACE OPTIMAL CONTROL APPROACH. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2012-12-825.

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

Council of Science Editors:

Woods S. ANALYSIS AND SIMULATION OF ACTIVE VIBRATION DAMPENING USING CON-STRAINED MODAL SPACE OPTIMAL CONTROL APPROACH. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-12-825

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

23. Kelln, Roanne D. Evaluation of required splice lengths for reinforcing bars in masonry wall construction.

Degree: 2014, University of Saskatchewan

 Relatively few research efforts have focused on splice length requirements for reinforced masonry, despite the significant impact of these requirements on the safety, economy, and… (more)

Subjects/Keywords: splices; reinforcement; bond; code provisions; concrete block; wall splice specimens

University of Saskatchewan Universal Testing Machine xv LIST OF SYMBOLS , , , , Loading… …of Saskatchewan (U of S) are reasonably similar to those used by the NCMA… …study are:  To confirm that the construction and testing techniques used at the University… 

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APA (6th Edition):

Kelln, R. D. (2014). Evaluation of required splice lengths for reinforcing bars in masonry wall construction. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-08-1663

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):

Kelln, Roanne D. “Evaluation of required splice lengths for reinforcing bars in masonry wall construction.” 2014. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2014-08-1663.

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

MLA Handbook (7th Edition):

Kelln, Roanne D. “Evaluation of required splice lengths for reinforcing bars in masonry wall construction.” 2014. Web. 09 Dec 2019.

Vancouver:

Kelln RD. Evaluation of required splice lengths for reinforcing bars in masonry wall construction. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2014-08-1663.

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

Council of Science Editors:

Kelln RD. Evaluation of required splice lengths for reinforcing bars in masonry wall construction. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-08-1663

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

24. Sanchez Contreras, Denise. The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens.

Degree: 2014, University of Saskatchewan

 The tensile resistance of No. 15 lap spliced reinforcing bars with varying transverse spacing and lap splice length was evaluated in full-scale concrete block wall… (more)

Subjects/Keywords: Concrete block masonry; Double pullout specimens, Wall splice specimens; Lap splices; Transverse bar spacing; Non-contact lap splices; Bond and development

…masonry construction. Recent research performed at the University of Saskatchewan included an… …previous research performed at the University of Saskatchewan (Ahmed and Feldman, 2012)… 

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APA (6th Edition):

Sanchez Contreras, D. (2014). The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1529

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):

Sanchez Contreras, Denise. “The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens.” 2014. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2014-04-1529.

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

MLA Handbook (7th Edition):

Sanchez Contreras, Denise. “The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens.” 2014. Web. 09 Dec 2019.

Vancouver:

Sanchez Contreras D. The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1529.

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

Council of Science Editors:

Sanchez Contreras D. The Effect of Splice Length and Distance between Lapped Reinforcing Bars in Concrete Block Specimens. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1529

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

25. Udey, Alexander. Realistic Wind Loads on Unreinforced Masonry Walls.

Degree: 2014, University of Saskatchewan

 Twenty full-scale unreinforced masonry walls were constructed and tested to failure in the Structures Laboratory at the University of Saskatchewan. The focus of the testing… (more)

Subjects/Keywords: Unreinforced masonry; Realistic Wind

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APA (6th Edition):

Udey, A. (2014). Realistic Wind Loads on Unreinforced Masonry Walls. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-08-1668

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):

Udey, Alexander. “Realistic Wind Loads on Unreinforced Masonry Walls.” 2014. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2014-08-1668.

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

MLA Handbook (7th Edition):

Udey, Alexander. “Realistic Wind Loads on Unreinforced Masonry Walls.” 2014. Web. 09 Dec 2019.

Vancouver:

Udey A. Realistic Wind Loads on Unreinforced Masonry Walls. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2014-08-1668.

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

Council of Science Editors:

Udey A. Realistic Wind Loads on Unreinforced Masonry Walls. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-08-1668

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

26. Aire, Charles. Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies.

Degree: 2014, University of Saskatchewan

 It is critical for the construction industry to ensure that new building designs and materials, including wall and floor assemblies, provide an acceptable level of… (more)

Subjects/Keywords: Numerical Heat Transfer; Fire Testing; Cone Calorimeter; Fire Resistance; Fire Safety; Heat Transfer

…Research at the University of Saskatchewan 24 1.7 OBJECTIVES AND MAJOR TASKS 26 1.8 OUTLINE… 

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APA (6th Edition):

Aire, C. (2014). Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2014-04-1471

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):

Aire, Charles. “Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies.” 2014. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2014-04-1471.

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

MLA Handbook (7th Edition):

Aire, Charles. “Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies.” 2014. Web. 09 Dec 2019.

Vancouver:

Aire C. Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies. [Internet] [Thesis]. University of Saskatchewan; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2014-04-1471.

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

Council of Science Editors:

Aire C. Experimental and Numerical Modeling of Heat Transfer in Wall Assemblies. [Thesis]. University of Saskatchewan; 2014. Available from: http://hdl.handle.net/10388/ETD-2014-04-1471

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

27. Pham, Tuan Anh. The influence of thermal effects on structural health monitoring of Attridge Drive overpass.

Degree: 2009, University of Saskatchewan

 Structural Health Monitoring (SHM) comprises a wide range of techniques for the condition and damage assessment of an existing structure. Vibration-based damage detection (VBDD) techniques,… (more)

Subjects/Keywords: structural health monitoring

…Previous studies carried out at the University of Saskatchewan have demonstrated that VBDD… …bridge structures was established at the University of Saskatchewan several years ago. In this… …Research Conducted at the University of Saskatchewan Zhou et al. (2003, 2007) conducted… …research described in this thesis is the continuation of investigations at the University of… …Saskatchewan focused on applying VBDD to real and complex structures. This thesis presents and… 

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APA (6th Edition):

Pham, T. A. (2009). The influence of thermal effects on structural health monitoring of Attridge Drive overpass. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-10182009-135207

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):

Pham, Tuan Anh. “The influence of thermal effects on structural health monitoring of Attridge Drive overpass.” 2009. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/etd-10182009-135207.

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

MLA Handbook (7th Edition):

Pham, Tuan Anh. “The influence of thermal effects on structural health monitoring of Attridge Drive overpass.” 2009. Web. 09 Dec 2019.

Vancouver:

Pham TA. The influence of thermal effects on structural health monitoring of Attridge Drive overpass. [Internet] [Thesis]. University of Saskatchewan; 2009. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/etd-10182009-135207.

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

Council of Science Editors:

Pham TA. The influence of thermal effects on structural health monitoring of Attridge Drive overpass. [Thesis]. University of Saskatchewan; 2009. Available from: http://hdl.handle.net/10388/etd-10182009-135207

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

28. Beauregard, Cameron. Vibration-Based Damage Detection For Timber Bridges.

Degree: 2012, University of Saskatchewan

 Vibration-based damage detection (VBDD) methods are global response-based methods that have the potential to provide valuable insight into the health of a structure. Dynamic characteristics… (more)

Subjects/Keywords: timber bridge; vibration-based damage detection; VBDD; substructure softening; timber piles; Saskatchewan

…12 2.3.3. VBDD Research at the University of Saskatchewan… 

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APA (6th Edition):

Beauregard, C. (2012). Vibration-Based Damage Detection For Timber Bridges. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-08-584

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):

Beauregard, Cameron. “Vibration-Based Damage Detection For Timber Bridges.” 2012. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2012-08-584.

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

MLA Handbook (7th Edition):

Beauregard, Cameron. “Vibration-Based Damage Detection For Timber Bridges.” 2012. Web. 09 Dec 2019.

Vancouver:

Beauregard C. Vibration-Based Damage Detection For Timber Bridges. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2012-08-584.

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

Council of Science Editors:

Beauregard C. Vibration-Based Damage Detection For Timber Bridges. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-08-584

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

29. Zacaruk, Jim. Corrosion Cell Formation on a Bar Embedded in Concrete Exposed to Chlorides.

Degree: 2013, University of Saskatchewan

 This thesis investigated corrosion of a reinforcing steel bar embedded in concrete and the effect of corrosion coupling on the bar/concrete interface induced by the… (more)

Subjects/Keywords: kinetics; thermodynamics; corrosion; concrete; reinforcing steel

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

APA (6th Edition):

Zacaruk, J. (2013). Corrosion Cell Formation on a Bar Embedded in Concrete Exposed to Chlorides. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2013-08-1153

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):

Zacaruk, Jim. “Corrosion Cell Formation on a Bar Embedded in Concrete Exposed to Chlorides.” 2013. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/ETD-2013-08-1153.

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

MLA Handbook (7th Edition):

Zacaruk, Jim. “Corrosion Cell Formation on a Bar Embedded in Concrete Exposed to Chlorides.” 2013. Web. 09 Dec 2019.

Vancouver:

Zacaruk J. Corrosion Cell Formation on a Bar Embedded in Concrete Exposed to Chlorides. [Internet] [Thesis]. University of Saskatchewan; 2013. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/ETD-2013-08-1153.

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

Council of Science Editors:

Zacaruk J. Corrosion Cell Formation on a Bar Embedded in Concrete Exposed to Chlorides. [Thesis]. University of Saskatchewan; 2013. Available from: http://hdl.handle.net/10388/ETD-2013-08-1153

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

30. Rezaeivahdati, Amir 1992-. TOWARDS THE RECONCILIATION OF THE EMPIRICAL AND RATIONAL DESIGN PROVISIONS OF CSA S304-14.

Degree: 2018, University of Saskatchewan

 Masonry structures in Canada are designed in accordance with CSA S304-14 which includes both empirical and rational design provisions. The two design methods result in… (more)

Subjects/Keywords: unreinforced masonry; reliability analysis; empirical design

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

APA (6th Edition):

Rezaeivahdati, A. 1. (2018). TOWARDS THE RECONCILIATION OF THE EMPIRICAL AND RATIONAL DESIGN PROVISIONS OF CSA S304-14. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11675

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):

Rezaeivahdati, Amir 1992-. “TOWARDS THE RECONCILIATION OF THE EMPIRICAL AND RATIONAL DESIGN PROVISIONS OF CSA S304-14.” 2018. Thesis, University of Saskatchewan. Accessed December 09, 2019. http://hdl.handle.net/10388/11675.

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

MLA Handbook (7th Edition):

Rezaeivahdati, Amir 1992-. “TOWARDS THE RECONCILIATION OF THE EMPIRICAL AND RATIONAL DESIGN PROVISIONS OF CSA S304-14.” 2018. Web. 09 Dec 2019.

Vancouver:

Rezaeivahdati A1. TOWARDS THE RECONCILIATION OF THE EMPIRICAL AND RATIONAL DESIGN PROVISIONS OF CSA S304-14. [Internet] [Thesis]. University of Saskatchewan; 2018. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10388/11675.

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

Council of Science Editors:

Rezaeivahdati A1. TOWARDS THE RECONCILIATION OF THE EMPIRICAL AND RATIONAL DESIGN PROVISIONS OF CSA S304-14. [Thesis]. University of Saskatchewan; 2018. Available from: http://hdl.handle.net/10388/11675

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

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