Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

University: University of Canterbury

You searched for subject:(Strain engineering). Showing records 1 – 13 of 13 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


University of Canterbury

1. Tian, J.T. A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests.

Degree: Civil and Natural Resources Engineering, 2016, University of Canterbury

 It is common to employ a traditional double cell system, of which an open-ended inner cell is installed in an ordinary triaxial apparatus, to measure… (more)

Subjects/Keywords: linkage double cell system; triaxial apparatus; unsaturated soil; volumetric strain; undrained cyclic loading test; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tian, J. T. (2016). A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/13655

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):

Tian, J T. “A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests.” 2016. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/13655.

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

MLA Handbook (7th Edition):

Tian, J T. “A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests.” 2016. Web. 25 Aug 2019.

Vancouver:

Tian JT. A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests. [Internet] [Thesis]. University of Canterbury; 2016. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/13655.

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

Council of Science Editors:

Tian JT. A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests. [Thesis]. University of Canterbury; 2016. Available from: http://hdl.handle.net/10092/13655

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


University of Canterbury

2. Filippou, F.C. Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies.

Degree: Civil and Natural Resources Engineering, 2015, University of Canterbury

 This paper discusses the convergence and accuracy of the three mixed formulations in the companion paper for a new composite frame element that is suitable… (more)

Subjects/Keywords: Steel-Concrete Composite Structures; Reinforced-Concrete Structures; Mixed formulation; Bond-Slip; Convergence; Correlation; Three-Dimensional; Biaxial Cyclic Loading; Strain Distribution; Slip Distribution; Field of Research::09 - Engineering::0905 - Civil Engineering::090502 - Construction Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Filippou, F. C. (2015). Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/11971

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):

Filippou, F C. “Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies.” 2015. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/11971.

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

MLA Handbook (7th Edition):

Filippou, F C. “Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies.” 2015. Web. 25 Aug 2019.

Vancouver:

Filippou FC. Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/11971.

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

Council of Science Editors:

Filippou FC. Frame Element with Mixed Formulations for Composite and RC Members with Bond Slip. II: Correlation Studies. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/11971

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


University of Canterbury

3. McInnes B. Use of Particle Tracking Velocimetry in Timber Material and Connection Testing.

Degree: 2018, University of Canterbury

 Particle Tracking Velocimetry (PTV) is a quantitative field measuring technique originally developed to track and measure the velocity of individual particles in fluid flows. In… (more)

Subjects/Keywords: Particle Tracking Velocimetry; Timber Testing; Displacement; Strain; Connection; Small Clear Wood; Field of Research::09 - Engineering::0912 - Materials Engineering::091210 - Timber, Pulp and Paper; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

B, M. (2018). Use of Particle Tracking Velocimetry in Timber Material and Connection Testing. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/16356

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):

B, McInnes. “Use of Particle Tracking Velocimetry in Timber Material and Connection Testing.” 2018. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/16356.

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

MLA Handbook (7th Edition):

B, McInnes. “Use of Particle Tracking Velocimetry in Timber Material and Connection Testing.” 2018. Web. 25 Aug 2019.

Vancouver:

B M. Use of Particle Tracking Velocimetry in Timber Material and Connection Testing. [Internet] [Thesis]. University of Canterbury; 2018. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/16356.

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

Council of Science Editors:

B M. Use of Particle Tracking Velocimetry in Timber Material and Connection Testing. [Thesis]. University of Canterbury; 2018. Available from: http://hdl.handle.net/10092/16356

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


University of Canterbury

4. Kral, M.V. Condition Assessment Strategies in Centrifugally Cast HP Steam Reformer Tube Alloys.

Degree: Mechanical Engineering, 2009, University of Canterbury

 In steam methane reforming one of the key reliability aspects relates to ensuring the integrity and reliable operation of the catalyst filled radiant tubes. The… (more)

Subjects/Keywords: centrifugally cast alloys; creep strain; microstructure; Fields of Research::290000 Engineering and Technology::291400 Materials Engineering::291403 Alloy materials; Fields of Research::290000 Engineering and Technology::290500 Mechanical and Industrial Engineering::290501 Mechanical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kral, M. V. (2009). Condition Assessment Strategies in Centrifugally Cast HP Steam Reformer Tube Alloys. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3775

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):

Kral, M V. “Condition Assessment Strategies in Centrifugally Cast HP Steam Reformer Tube Alloys.” 2009. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/3775.

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

MLA Handbook (7th Edition):

Kral, M V. “Condition Assessment Strategies in Centrifugally Cast HP Steam Reformer Tube Alloys.” 2009. Web. 25 Aug 2019.

Vancouver:

Kral MV. Condition Assessment Strategies in Centrifugally Cast HP Steam Reformer Tube Alloys. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/3775.

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

Council of Science Editors:

Kral MV. Condition Assessment Strategies in Centrifugally Cast HP Steam Reformer Tube Alloys. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3775

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


University of Canterbury

5. Saleh, M.F. Hot Mix Asphalt Stiffness Moduli: Laboratory versus Field.

Degree: Civil and Natural Resources Engineering., 2008, University of Canterbury

 In many instances pavement engineers find discrepancies between the laboratory measured and the backcalculated moduli based on the deflection measurements in the field. In addition,… (more)

Subjects/Keywords: resilient; strain; modulus; factors; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Saleh, M. F. (2008). Hot Mix Asphalt Stiffness Moduli: Laboratory versus Field. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2118

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):

Saleh, M F. “Hot Mix Asphalt Stiffness Moduli: Laboratory versus Field.” 2008. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/2118.

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

MLA Handbook (7th Edition):

Saleh, M F. “Hot Mix Asphalt Stiffness Moduli: Laboratory versus Field.” 2008. Web. 25 Aug 2019.

Vancouver:

Saleh MF. Hot Mix Asphalt Stiffness Moduli: Laboratory versus Field. [Internet] [Thesis]. University of Canterbury; 2008. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/2118.

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

Council of Science Editors:

Saleh MF. Hot Mix Asphalt Stiffness Moduli: Laboratory versus Field. [Thesis]. University of Canterbury; 2008. Available from: http://hdl.handle.net/10092/2118

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


University of Canterbury

6. Spearpoint, M.J. Modeling lifted methane jet fires using the boundary-layer equations.

Degree: Civil Engineering., 2006, University of Canterbury

 The focus of this article is turbulent lifted jet fires. The main objective is to present a lifted jet fire methodology using the boundary-layer equations… (more)

Subjects/Keywords: lifted jet fires; parabolic flow model; flamelet quenching; strain rate modelling; combustion; Fields of Research::290000 Engineering and Technology::290500 Mechanical and Industrial Engineering::290502 Industrial engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Spearpoint, M. J. (2006). Modeling lifted methane jet fires using the boundary-layer equations. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/107

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):

Spearpoint, M J. “Modeling lifted methane jet fires using the boundary-layer equations.” 2006. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/107.

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

MLA Handbook (7th Edition):

Spearpoint, M J. “Modeling lifted methane jet fires using the boundary-layer equations.” 2006. Web. 25 Aug 2019.

Vancouver:

Spearpoint MJ. Modeling lifted methane jet fires using the boundary-layer equations. [Internet] [Thesis]. University of Canterbury; 2006. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/107.

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

Council of Science Editors:

Spearpoint MJ. Modeling lifted methane jet fires using the boundary-layer equations. [Thesis]. University of Canterbury; 2006. Available from: http://hdl.handle.net/10092/107

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


University of Canterbury

7. Maekawa, K. Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling.

Degree: Civil and Natural Resources Engineering, 2002, University of Canterbury

 In this paper, formulation and verification of a cyclic stress-strain relationship of reinforcing bars are presented. The tension envelope comprises an elastic range, a yield-plateau… (more)

Subjects/Keywords: buckling; reinforcing bar; envelope; cyclic loop; path-dependent; stress-strain relationship; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Maekawa, K. (2002). Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4232

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):

Maekawa, K. “Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling.” 2002. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/4232.

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

MLA Handbook (7th Edition):

Maekawa, K. “Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling.” 2002. Web. 25 Aug 2019.

Vancouver:

Maekawa K. Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling. [Internet] [Thesis]. University of Canterbury; 2002. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/4232.

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

Council of Science Editors:

Maekawa K. Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling. [Thesis]. University of Canterbury; 2002. Available from: http://hdl.handle.net/10092/4232

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


University of Canterbury

8. Mander, J.B. Behavior of steel fibre reinforced concrete in compression.

Degree: Civil and Natural Resources Engineering, 2005, University of Canterbury

 Standard compression tests are conducted on concrete cylinders made with concrete having different amount of steel fibres to investigate compression behaviour of steel fibre reinforced… (more)

Subjects/Keywords: Steel fibre reinforced concrete (SFRC); plain concrete; fibre content; compression; normalized stress-strain relationship; compressive strength; peak strain; post-peak softening; Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction Materials; Field of Research::09 - Engineering::0905 - Civil Engineering::090502 - Construction Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mander, J. B. (2005). Behavior of steel fibre reinforced concrete in compression. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4408

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):

Mander, J B. “Behavior of steel fibre reinforced concrete in compression.” 2005. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/4408.

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

MLA Handbook (7th Edition):

Mander, J B. “Behavior of steel fibre reinforced concrete in compression.” 2005. Web. 25 Aug 2019.

Vancouver:

Mander JB. Behavior of steel fibre reinforced concrete in compression. [Internet] [Thesis]. University of Canterbury; 2005. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/4408.

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

Council of Science Editors:

Mander JB. Behavior of steel fibre reinforced concrete in compression. [Thesis]. University of Canterbury; 2005. Available from: http://hdl.handle.net/10092/4408

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


University of Canterbury

9. Ji, S.J. Factors Affecting Resilient Modulus.

Degree: Civil Engineering., 2006, University of Canterbury

 Resilient modulus is an important property for asphalt concrete design and for mechanistic analysis of pavement response under traffic loading. This study investigates the different… (more)

Subjects/Keywords: resilient; strain; modulus; factors; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290803 Transport engineering; Fields of Research::290000 Engineering and Technology::291400 Materials Engineering::291499 Materials engineering not elsewhere classified

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ji, S. J. (2006). Factors Affecting Resilient Modulus. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/442

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):

Ji, S J. “Factors Affecting Resilient Modulus.” 2006. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/442.

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

MLA Handbook (7th Edition):

Ji, S J. “Factors Affecting Resilient Modulus.” 2006. Web. 25 Aug 2019.

Vancouver:

Ji SJ. Factors Affecting Resilient Modulus. [Internet] [Thesis]. University of Canterbury; 2006. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/442.

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

Council of Science Editors:

Ji SJ. Factors Affecting Resilient Modulus. [Thesis]. University of Canterbury; 2006. Available from: http://hdl.handle.net/10092/442

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


University of Canterbury

10. Fenwick, R.C. Detailing of Plastic Hinges in Seismic Design of Concrete Structures.

Degree: Civil and Natural Resources Engineering, 2008, University of Canterbury

 In recent revisions of the Structural Design Codes in New Zealand, a number of changes have been made to seismic design provisions. One of the… (more)

Subjects/Keywords: material strain; structural ductility; plastic hinge; curvature; ductile; limited ductile; detailing; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fenwick, R. C. (2008). Detailing of Plastic Hinges in Seismic Design of Concrete Structures. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4190

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):

Fenwick, R C. “Detailing of Plastic Hinges in Seismic Design of Concrete Structures.” 2008. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/4190.

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

MLA Handbook (7th Edition):

Fenwick, R C. “Detailing of Plastic Hinges in Seismic Design of Concrete Structures.” 2008. Web. 25 Aug 2019.

Vancouver:

Fenwick RC. Detailing of Plastic Hinges in Seismic Design of Concrete Structures. [Internet] [Thesis]. University of Canterbury; 2008. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/4190.

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

Council of Science Editors:

Fenwick RC. Detailing of Plastic Hinges in Seismic Design of Concrete Structures. [Thesis]. University of Canterbury; 2008. Available from: http://hdl.handle.net/10092/4190

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


University of Canterbury

11. Eibl, J. Modelling dynamic failure of concrete with meshfree methods.

Degree: Mechanical Engineering., 2006, University of Canterbury

 This paper studies the dynamic failure of concrete structures under blast and impact loading. We will propose a model which can capture many important effects… (more)

Subjects/Keywords: Meshfree particle methods; Dynamic fracture; Concrete; SPH; Strain rate; Fields of Research::290000 Engineering and Technology::290500 Mechanical and Industrial Engineering::290501 Mechanical engineering; Fields of Research::290000 Engineering and Technology::291400 Materials Engineering::291499 Materials engineering not elsewhere classified; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Eibl, J. (2006). Modelling dynamic failure of concrete with meshfree methods. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/139

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):

Eibl, J. “Modelling dynamic failure of concrete with meshfree methods.” 2006. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/139.

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

MLA Handbook (7th Edition):

Eibl, J. “Modelling dynamic failure of concrete with meshfree methods.” 2006. Web. 25 Aug 2019.

Vancouver:

Eibl J. Modelling dynamic failure of concrete with meshfree methods. [Internet] [Thesis]. University of Canterbury; 2006. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/139.

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

Council of Science Editors:

Eibl J. Modelling dynamic failure of concrete with meshfree methods. [Thesis]. University of Canterbury; 2006. Available from: http://hdl.handle.net/10092/139

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


University of Canterbury

12. Maekawa, K. Modeling of Post-yield Buckling of Reinforcement.

Degree: Civil and Natural Resources Engineering, 2002, University of Canterbury

 Finite element analysis using fiber technique was carried out to study the post-yield buckling mechanism of reinforcing bars. It was found that the softening of… (more)

Subjects/Keywords: buckling; lateral deformation; reinforcing bar; average compressive response; point wise stress-strain relationship; geometrical nonlinearity; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Maekawa, K. (2002). Modeling of Post-yield Buckling of Reinforcement. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4199

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):

Maekawa, K. “Modeling of Post-yield Buckling of Reinforcement.” 2002. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/4199.

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

MLA Handbook (7th Edition):

Maekawa, K. “Modeling of Post-yield Buckling of Reinforcement.” 2002. Web. 25 Aug 2019.

Vancouver:

Maekawa K. Modeling of Post-yield Buckling of Reinforcement. [Internet] [Thesis]. University of Canterbury; 2002. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/4199.

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

Council of Science Editors:

Maekawa K. Modeling of Post-yield Buckling of Reinforcement. [Thesis]. University of Canterbury; 2002. Available from: http://hdl.handle.net/10092/4199

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


University of Canterbury

13. Chauhan, S.S. Pairing Test and Longitudinal Growth Strain: Establishing the Association.

Degree: School of Forestry, 2008, University of Canterbury

 Where a log is sawn along the pith to produce two half-round posts the outward warp or bending has been attributed to the presence of… (more)

Subjects/Keywords: Wood Science; Eucalyptus nitens; growth-stress; strain; pairing-test; warp; Fields of Research::300000 Agricultural, Veterinary and Environmental Sciences::300600 Forestry Sciences::300602 Tree improvement (selection, breeding and genetic engineering); Fields of Research::300000 Agricultural, Veterinary and Environmental Sciences::300600 Forestry Sciences

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chauhan, S. S. (2008). Pairing Test and Longitudinal Growth Strain: Establishing the Association. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2552

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):

Chauhan, S S. “Pairing Test and Longitudinal Growth Strain: Establishing the Association.” 2008. Thesis, University of Canterbury. Accessed August 25, 2019. http://hdl.handle.net/10092/2552.

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

MLA Handbook (7th Edition):

Chauhan, S S. “Pairing Test and Longitudinal Growth Strain: Establishing the Association.” 2008. Web. 25 Aug 2019.

Vancouver:

Chauhan SS. Pairing Test and Longitudinal Growth Strain: Establishing the Association. [Internet] [Thesis]. University of Canterbury; 2008. [cited 2019 Aug 25]. Available from: http://hdl.handle.net/10092/2552.

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

Council of Science Editors:

Chauhan SS. Pairing Test and Longitudinal Growth Strain: Establishing the Association. [Thesis]. University of Canterbury; 2008. Available from: http://hdl.handle.net/10092/2552

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

.