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You searched for +publisher:"Stellenbosch University" +contributor:("Van Zijl, G. P. A. G."). Showing records 1 – 30 of 31 total matches.

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Stellenbosch University

1. Mbewe, Peter Binali Kamowa. Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings.

Degree: PhD, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: With significant international efforts focused on sustainable development goals, the role of engineers in achieving sustainable infrastructure development cannot be over-emphasised. However, one… (more)

Subjects/Keywords: Nonlinear functional analysis; UCTD; Infill housing; Masonry

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

APA (6th Edition):

Mbewe, P. B. K. (2018). Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103287

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/103287.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings.” 2018. Web. 03 Jun 2020.

Vancouver:

Mbewe PBK. Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/103287.

Council of Science Editors:

Mbewe PBK. Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103287

2. Engelbrecht, Susanna Aletta. Towards design rules for reinforced strain hardening cement composites (R/SHCC) in bending.

Degree: PhD, Industrial Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: Strain Hardening Cement Composites (SHCC) are cement-based materials with remarkable characteristics. Its strain hardening ability under tension enables it to carry increased loads,… (more)

Subjects/Keywords: Design, Industrial; UCTD; Strain hardening; Cement composites; Structural materials; Bending stresses

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APA (6th Edition):

Engelbrecht, S. A. (2018). Towards design rules for reinforced strain hardening cement composites (R/SHCC) in bending. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103602

Chicago Manual of Style (16th Edition):

Engelbrecht, Susanna Aletta. “Towards design rules for reinforced strain hardening cement composites (R/SHCC) in bending.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/103602.

MLA Handbook (7th Edition):

Engelbrecht, Susanna Aletta. “Towards design rules for reinforced strain hardening cement composites (R/SHCC) in bending.” 2018. Web. 03 Jun 2020.

Vancouver:

Engelbrecht SA. Towards design rules for reinforced strain hardening cement composites (R/SHCC) in bending. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/103602.

Council of Science Editors:

Engelbrecht SA. Towards design rules for reinforced strain hardening cement composites (R/SHCC) in bending. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103602


Stellenbosch University

3. De Jager, Dirk Jacobus Adriaan. Assessment of SHCC overlay retrofitting of unreinforced load bearing masonry for seismic resistance.

Degree: MEng, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: A significant stock of multi-story unreinforced load bearing masonry (ULM) structures is located in the Cape Town region (South Africa). The region is… (more)

Subjects/Keywords: Unreinforced load bearing masonry; Earthquake resistant design; Retrofit of buildings; UCTD; Building, Brick; Masonry; Strain hardening

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APA (6th Edition):

De Jager, D. J. A. (2018). Assessment of SHCC overlay retrofitting of unreinforced load bearing masonry for seismic resistance. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/104946

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):

De Jager, Dirk Jacobus Adriaan. “Assessment of SHCC overlay retrofitting of unreinforced load bearing masonry for seismic resistance.” 2018. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/104946.

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

MLA Handbook (7th Edition):

De Jager, Dirk Jacobus Adriaan. “Assessment of SHCC overlay retrofitting of unreinforced load bearing masonry for seismic resistance.” 2018. Web. 03 Jun 2020.

Vancouver:

De Jager DJA. Assessment of SHCC overlay retrofitting of unreinforced load bearing masonry for seismic resistance. [Internet] [Thesis]. Stellenbosch University; 2018. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/104946.

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

Council of Science Editors:

De Jager DJA. Assessment of SHCC overlay retrofitting of unreinforced load bearing masonry for seismic resistance. [Thesis]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/104946

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


Stellenbosch University

4. Mucambe, Edson Silva David. Creep and shrinkage prediction models for concrete water retaining structures in South Africa.

Degree: Civil Engineering, 2010, Stellenbosch University

 <p>Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2010. p><p>ENGLISH ABSTRACT: Concrete water retaining structures (WRS) in South Africa are under scrutiny due to the numerous… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Mucambe, E. S. D. (2010). Creep and shrinkage prediction models for concrete water retaining structures in South Africa. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/5185

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):

Mucambe, Edson Silva David. “Creep and shrinkage prediction models for concrete water retaining structures in South Africa.” 2010. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/5185.

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

MLA Handbook (7th Edition):

Mucambe, Edson Silva David. “Creep and shrinkage prediction models for concrete water retaining structures in South Africa.” 2010. Web. 03 Jun 2020.

Vancouver:

Mucambe ESD. Creep and shrinkage prediction models for concrete water retaining structures in South Africa. [Internet] [Thesis]. Stellenbosch University; 2010. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/5185.

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

Council of Science Editors:

Mucambe ESD. Creep and shrinkage prediction models for concrete water retaining structures in South Africa. [Thesis]. Stellenbosch University; 2010. Available from: http://hdl.handle.net/10019.1/5185

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


Stellenbosch University

5. Molapo, Katiso Tokoloho. The behaviour of strain-hardening cement composites under biaxial compression.

Degree: Civil Engineering, 2010, Stellenbosch University

 <p>Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2010. p><p>ENGLISH ABSTRACT: Reinforced concrete is susceptible to cracking. This makes it less durable than it would be… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Molapo, K. T. (2010). The behaviour of strain-hardening cement composites under biaxial compression. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/5242

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):

Molapo, Katiso Tokoloho. “The behaviour of strain-hardening cement composites under biaxial compression.” 2010. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/5242.

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

MLA Handbook (7th Edition):

Molapo, Katiso Tokoloho. “The behaviour of strain-hardening cement composites under biaxial compression.” 2010. Web. 03 Jun 2020.

Vancouver:

Molapo KT. The behaviour of strain-hardening cement composites under biaxial compression. [Internet] [Thesis]. Stellenbosch University; 2010. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/5242.

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

Council of Science Editors:

Molapo KT. The behaviour of strain-hardening cement composites under biaxial compression. [Thesis]. Stellenbosch University; 2010. Available from: http://hdl.handle.net/10019.1/5242

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


Stellenbosch University

6. De Jager, Charl. A critical appraisal of existing models for nonlinear finite element analysis of reinforced concrete response.

Degree: MScEng, Civil Engineering, 2012, Stellenbosch University

 ENGLISH ABSTRACT: This study entails the appraisal of the constitutive models available for the non linear finite element analysis of reinforced concrete, using the DIANA… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

De Jager, C. (2012). A critical appraisal of existing models for nonlinear finite element analysis of reinforced concrete response. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/20052

Chicago Manual of Style (16th Edition):

De Jager, Charl. “A critical appraisal of existing models for nonlinear finite element analysis of reinforced concrete response.” 2012. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/20052.

MLA Handbook (7th Edition):

De Jager, Charl. “A critical appraisal of existing models for nonlinear finite element analysis of reinforced concrete response.” 2012. Web. 03 Jun 2020.

Vancouver:

De Jager C. A critical appraisal of existing models for nonlinear finite element analysis of reinforced concrete response. [Internet] [Masters thesis]. Stellenbosch University; 2012. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/20052.

Council of Science Editors:

De Jager C. A critical appraisal of existing models for nonlinear finite element analysis of reinforced concrete response. [Masters Thesis]. Stellenbosch University; 2012. Available from: http://hdl.handle.net/10019.1/20052


Stellenbosch University

7. Badenhorst, Adriaan Jakobus. Debonding of external CFRP plates from RC structures caused by cyclic loading effects.

Degree: MScEng, Civil Engineering, 2012, Stellenbosch University

 ENGLISH ABSTRACT: This study set out to determine the debonding of externally applied Carbon Fibre Reinforced Polymer (CFRP) plates from RC structures under cyclic loading.… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Badenhorst, A. J. (2012). Debonding of external CFRP plates from RC structures caused by cyclic loading effects. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/20308

Chicago Manual of Style (16th Edition):

Badenhorst, Adriaan Jakobus. “Debonding of external CFRP plates from RC structures caused by cyclic loading effects.” 2012. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/20308.

MLA Handbook (7th Edition):

Badenhorst, Adriaan Jakobus. “Debonding of external CFRP plates from RC structures caused by cyclic loading effects.” 2012. Web. 03 Jun 2020.

Vancouver:

Badenhorst AJ. Debonding of external CFRP plates from RC structures caused by cyclic loading effects. [Internet] [Masters thesis]. Stellenbosch University; 2012. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/20308.

Council of Science Editors:

Badenhorst AJ. Debonding of external CFRP plates from RC structures caused by cyclic loading effects. [Masters Thesis]. Stellenbosch University; 2012. Available from: http://hdl.handle.net/10019.1/20308


Stellenbosch University

8. Swanepoel, Willie. The behaviour of fibre reinforced concrete (SHCC) under biaxial compression and tension.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

 <p>ENGLISH ABSTRACT: Strain hardening cement‐based composites (SHCC) are fibre‐reinforced composites designed to form multiple fine cracks under tensile and flexural load. The cracks are controlled… (more)

Subjects/Keywords: Civil engineering; Strain hardening cement‐based composites (SHCC)

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APA (6th Edition):

Swanepoel, W. (2011). The behaviour of fibre reinforced concrete (SHCC) under biaxial compression and tension. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/17806

Chicago Manual of Style (16th Edition):

Swanepoel, Willie. “The behaviour of fibre reinforced concrete (SHCC) under biaxial compression and tension.” 2011. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/17806.

MLA Handbook (7th Edition):

Swanepoel, Willie. “The behaviour of fibre reinforced concrete (SHCC) under biaxial compression and tension.” 2011. Web. 03 Jun 2020.

Vancouver:

Swanepoel W. The behaviour of fibre reinforced concrete (SHCC) under biaxial compression and tension. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/17806.

Council of Science Editors:

Swanepoel W. The behaviour of fibre reinforced concrete (SHCC) under biaxial compression and tension. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/17806


Stellenbosch University

9. Chandra Paul, Suvash. Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

 ENGLISH ABSTRACT: A major challenge for our society is the protection of the environment. Some of the important issues are the reduction in the consumption… (more)

Subjects/Keywords: Civil engineering; Natural aggregate concrete; Concrete  – Recycling

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APA (6th Edition):

Chandra Paul, S. (2011). Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/17962

Chicago Manual of Style (16th Edition):

Chandra Paul, Suvash. “Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate.” 2011. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/17962.

MLA Handbook (7th Edition):

Chandra Paul, Suvash. “Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate.” 2011. Web. 03 Jun 2020.

Vancouver:

Chandra Paul S. Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/17962.

Council of Science Editors:

Chandra Paul S. Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/17962


Stellenbosch University

10. Mbewe, Peter Binali Kamowa. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.

Degree: MScEng, Civil Engineering, 2011, Stellenbosch University

 <p>ENGLISH ABSTRACT: There is an increasing demand for the development and use of innovative materials with reduced cost of construction while offering improved structural properties.… (more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete

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APA (6th Edition):

Mbewe, P. B. K. (2011). Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/18088

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/18088.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars.” 2011. Web. 03 Jun 2020.

Vancouver:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Internet] [Masters thesis]. Stellenbosch University; 2011. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/18088.

Council of Science Editors:

Mbewe PBK. Development of analytical flexural models for steel fibre-reinforced concrete beams with and without steel bars. [Masters Thesis]. Stellenbosch University; 2011. Available from: http://hdl.handle.net/10019.1/18088


Stellenbosch University

11. Van Rooyen, Algurnon Steve. Structural lightweight aerated concrete.

Degree: MScEng, Civil Engineering, 2013, Stellenbosch University

 Cellular concrete is a type of lightweight concrete that consists only of cement, water and sand with 20 per cent air by volume or more… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering

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APA (6th Edition):

Van Rooyen, A. S. (2013). Structural lightweight aerated concrete. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/80106

Chicago Manual of Style (16th Edition):

Van Rooyen, Algurnon Steve. “Structural lightweight aerated concrete.” 2013. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/80106.

MLA Handbook (7th Edition):

Van Rooyen, Algurnon Steve. “Structural lightweight aerated concrete.” 2013. Web. 03 Jun 2020.

Vancouver:

Van Rooyen AS. Structural lightweight aerated concrete. [Internet] [Masters thesis]. Stellenbosch University; 2013. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/80106.

Council of Science Editors:

Van Rooyen AS. Structural lightweight aerated concrete. [Masters Thesis]. Stellenbosch University; 2013. Available from: http://hdl.handle.net/10019.1/80106


Stellenbosch University

12. Van Zyl, Willem Sternberg. Concrete wind turbine towers in Southern Africa.

Degree: MEng, 2014, Stellenbosch University

 <p>ENGLISH ABSTRACT: Exponential growth of the global wind turbine market has led to a significant increase in the capacity of wind turbine generators. Modern turbines… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; UCTD; Concrete construction

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APA (6th Edition):

Van Zyl, W. S. (2014). Concrete wind turbine towers in Southern Africa. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96021

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):

Van Zyl, Willem Sternberg. “Concrete wind turbine towers in Southern Africa.” 2014. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/96021.

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

MLA Handbook (7th Edition):

Van Zyl, Willem Sternberg. “Concrete wind turbine towers in Southern Africa.” 2014. Web. 03 Jun 2020.

Vancouver:

Van Zyl WS. Concrete wind turbine towers in Southern Africa. [Internet] [Thesis]. Stellenbosch University; 2014. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/96021.

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

Council of Science Editors:

Van Zyl WS. Concrete wind turbine towers in Southern Africa. [Thesis]. Stellenbosch University; 2014. Available from: http://hdl.handle.net/10019.1/96021

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


Stellenbosch University

13. Zang, Jin. Developing non-heat treated UHPC in South Africa.

Degree: PhD, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ASTRACT: The very high strength, enhanced ductility and long-term durability of ultra-high performance concrete (UHPC) makes it an ideal material to be used for… (more)

Subjects/Keywords: UHPC  – Non-heat treated; Ultra-high Performance Concrete (UHPC)  – South Africa; UCTD

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APA (6th Edition):

Zang, J. (2015). Developing non-heat treated UHPC in South Africa. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96699

Chicago Manual of Style (16th Edition):

Zang, Jin. “Developing non-heat treated UHPC in South Africa.” 2015. Doctoral Dissertation, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/96699.

MLA Handbook (7th Edition):

Zang, Jin. “Developing non-heat treated UHPC in South Africa.” 2015. Web. 03 Jun 2020.

Vancouver:

Zang J. Developing non-heat treated UHPC in South Africa. [Internet] [Doctoral dissertation]. Stellenbosch University; 2015. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/96699.

Council of Science Editors:

Zang J. Developing non-heat treated UHPC in South Africa. [Doctoral Dissertation]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/96699


Stellenbosch University

14. Muzofa, Tinotendaishe Daniel. Optimisation of wind turbine foundations.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

 <p>ENGLISH ABSTRACT: This study seeks to optimize the foundations of tall wind turbine support structures in South Africa. It is postulated that the concrete quantity… (more)

Subjects/Keywords: Structural optimization; UCTD; Wind turbines; Foundations  – Design and construction

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APA (6th Edition):

Muzofa, T. D. (2017). Optimisation of wind turbine foundations. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102862

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):

Muzofa, Tinotendaishe Daniel. “Optimisation of wind turbine foundations.” 2017. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/102862.

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

MLA Handbook (7th Edition):

Muzofa, Tinotendaishe Daniel. “Optimisation of wind turbine foundations.” 2017. Web. 03 Jun 2020.

Vancouver:

Muzofa TD. Optimisation of wind turbine foundations. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/102862.

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

Council of Science Editors:

Muzofa TD. Optimisation of wind turbine foundations. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102862

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


Stellenbosch University

15. Dunn, Trevor Paul Andrew. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

 ENGLISH ABSTRACT: Lightweight foamed concrete, in contrast to normal weight concrete, is a low density, zero coarse aggregate concrete. The applications of foamed concrete have… (more)

Subjects/Keywords: Aseismic design; Concrete walls; Structural design; Residential buildings  – Construction; Lightweight concrete; UCTD

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APA (6th Edition):

Dunn, T. P. A. (2017). Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102870

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):

Dunn, Trevor Paul Andrew. “Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.” 2017. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/102870.

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

MLA Handbook (7th Edition):

Dunn, Trevor Paul Andrew. “Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings.” 2017. Web. 03 Jun 2020.

Vancouver:

Dunn TPA. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/102870.

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

Council of Science Editors:

Dunn TPA. Precast lightweight foamed concrete walling, a structural system for low-rise residential buildings. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102870

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


Stellenbosch University

16. Day, Peter William. A contribution to the advancement of geotechnical engineering in South Africa.

Degree: DEng, Civil Engineering, 2013, Stellenbosch University

 <p>ENGLISH ABSTRACT: Geotechnical engineering is a relatively young field of engineering and one in which there are still many unanswered questions and gaps in our… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering

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APA (6th Edition):

Day, P. W. (2013). A contribution to the advancement of geotechnical engineering in South Africa. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/79868

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):

Day, Peter William. “A contribution to the advancement of geotechnical engineering in South Africa.” 2013. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/79868.

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

MLA Handbook (7th Edition):

Day, Peter William. “A contribution to the advancement of geotechnical engineering in South Africa.” 2013. Web. 03 Jun 2020.

Vancouver:

Day PW. A contribution to the advancement of geotechnical engineering in South Africa. [Internet] [Thesis]. Stellenbosch University; 2013. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/79868.

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

Council of Science Editors:

Day PW. A contribution to the advancement of geotechnical engineering in South Africa. [Thesis]. Stellenbosch University; 2013. Available from: http://hdl.handle.net/10019.1/79868

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


Stellenbosch University

17. De Villiers, Wibke Irmtraut. Computational and Experimental Modelling of Masonry Walling towards Performance-Based Standardisation of Alternative Masonry Units for Low-Income Housing.

Degree: PhD, Civil Engineering, 2019, Stellenbosch University

 ENGLISH ABSTRACT: South Africa has a housing shortage estimated in excess of 2 million units. This backlog is being addressed predominantly with the construction of… (more)

Subjects/Keywords: Walls; Performance-based regulation; Simplified finite element micro-modelling; UCTD; Masonry; Concrete masonry  – Performance  – Measurement

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

APA (6th Edition):

De Villiers, W. I. (2019). Computational and Experimental Modelling of Masonry Walling towards Performance-Based Standardisation of Alternative Masonry Units for Low-Income Housing. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/107047

Chicago Manual of Style (16th Edition):

De Villiers, Wibke Irmtraut. “Computational and Experimental Modelling of Masonry Walling towards Performance-Based Standardisation of Alternative Masonry Units for Low-Income Housing.” 2019. Doctoral Dissertation, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/107047.

MLA Handbook (7th Edition):

De Villiers, Wibke Irmtraut. “Computational and Experimental Modelling of Masonry Walling towards Performance-Based Standardisation of Alternative Masonry Units for Low-Income Housing.” 2019. Web. 03 Jun 2020.

Vancouver:

De Villiers WI. Computational and Experimental Modelling of Masonry Walling towards Performance-Based Standardisation of Alternative Masonry Units for Low-Income Housing. [Internet] [Doctoral dissertation]. Stellenbosch University; 2019. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/107047.

Council of Science Editors:

De Villiers WI. Computational and Experimental Modelling of Masonry Walling towards Performance-Based Standardisation of Alternative Masonry Units for Low-Income Housing. [Doctoral Dissertation]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/107047

18. Way, Andrew Christopher. A Study on the Design and Material Costs of Tall Wind Turbine Towers in South Africa.

Degree: MEng, 2014, Stellenbosch University

 <p>ENGLISH ABSTRACT: The aim of this project is to study the structural design and costing of various designs of tall wind turbine towers and the… (more)

Subjects/Keywords: Civil engineering; UCTD

Stellenbosch University http://scholar.sun.ac.za 9 Results 9.1 80 Final Wind Turbine… …Stellenbosch University http://scholar.sun.ac.za List of Figures 2.1 Graph of 2011 average wind… …69 vii . . . . . . . . Stellenbosch University http://scholar.sun.ac.za 7.8… …D.1 viii Stellenbosch University http://scholar.sun.ac.za List of Tables 2.1 Cost… …100 Stellenbosch University http://scholar.sun.ac.za 9.15 Increase in revenue generated… 

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APA (6th Edition):

Way, A. C. (2014). A Study on the Design and Material Costs of Tall Wind Turbine Towers in South Africa. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/95906

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):

Way, Andrew Christopher. “A Study on the Design and Material Costs of Tall Wind Turbine Towers in South Africa.” 2014. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/95906.

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

MLA Handbook (7th Edition):

Way, Andrew Christopher. “A Study on the Design and Material Costs of Tall Wind Turbine Towers in South Africa.” 2014. Web. 03 Jun 2020.

Vancouver:

Way AC. A Study on the Design and Material Costs of Tall Wind Turbine Towers in South Africa. [Internet] [Thesis]. Stellenbosch University; 2014. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/95906.

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

Council of Science Editors:

Way AC. A Study on the Design and Material Costs of Tall Wind Turbine Towers in South Africa. [Thesis]. Stellenbosch University; 2014. Available from: http://hdl.handle.net/10019.1/95906

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


Stellenbosch University

19. Song, Gao. Matrix manipulation to study ECC behaviour.

Degree: Civil Engineering, 2005, Stellenbosch University

 <p>Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2005. p><p>192 leaves on CD format, preliminary i-xii pages and numbered pages 1-135. Includes bibliography, list of figures… (more)

Subjects/Keywords: Civil engineering; Cement composites; Fiber-reinforced concrete

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

APA (6th Edition):

Song, G. (2005). Matrix manipulation to study ECC behaviour. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/4647

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):

Song, Gao. “Matrix manipulation to study ECC behaviour.” 2005. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/4647.

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

MLA Handbook (7th Edition):

Song, Gao. “Matrix manipulation to study ECC behaviour.” 2005. Web. 03 Jun 2020.

Vancouver:

Song G. Matrix manipulation to study ECC behaviour. [Internet] [Thesis]. Stellenbosch University; 2005. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/4647.

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

Council of Science Editors:

Song G. Matrix manipulation to study ECC behaviour. [Thesis]. Stellenbosch University; 2005. Available from: http://hdl.handle.net/10019.1/4647

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


Stellenbosch University

20. Visser, Christo Riaan. Mechanical and structural characterisation of extrusion moulded SHCC.

Degree: MScIng, Civil Engineering, 2007, Stellenbosch University

 ENGLISH ABSTRACT: SHCC (Strain-Hardening Cement-based Composite) is a type of HPFRCC (High Performance Fibre Reinforced Cement-based Composite) that was designed and engineered to overcome the… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering

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APA (6th Edition):

Visser, C. R. (2007). Mechanical and structural characterisation of extrusion moulded SHCC. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/18712

Chicago Manual of Style (16th Edition):

Visser, Christo Riaan. “Mechanical and structural characterisation of extrusion moulded SHCC.” 2007. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/18712.

MLA Handbook (7th Edition):

Visser, Christo Riaan. “Mechanical and structural characterisation of extrusion moulded SHCC.” 2007. Web. 03 Jun 2020.

Vancouver:

Visser CR. Mechanical and structural characterisation of extrusion moulded SHCC. [Internet] [Masters thesis]. Stellenbosch University; 2007. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/18712.

Council of Science Editors:

Visser CR. Mechanical and structural characterisation of extrusion moulded SHCC. [Masters Thesis]. Stellenbosch University; 2007. Available from: http://hdl.handle.net/10019.1/18712


Stellenbosch University

21. Fraser, Elsje S. Computational modelling of concrete footing rotational rigidity.

Degree: Civil Engineering, 2008, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – Stellenbosch University, 2008. Advisors/Committee Members: Van Zijl, G. P. A. G., Stellenbosch University. Faculty of Engineering. Dept. of Civil Engineering..

Subjects/Keywords: Civil engineering; Civil Engineering

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APA (6th Edition):

Fraser, E. S. (2008). Computational modelling of concrete footing rotational rigidity. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/2210

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):

Fraser, Elsje S. “Computational modelling of concrete footing rotational rigidity.” 2008. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/2210.

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

MLA Handbook (7th Edition):

Fraser, Elsje S. “Computational modelling of concrete footing rotational rigidity.” 2008. Web. 03 Jun 2020.

Vancouver:

Fraser ES. Computational modelling of concrete footing rotational rigidity. [Internet] [Thesis]. Stellenbosch University; 2008. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/2210.

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

Council of Science Editors:

Fraser ES. Computational modelling of concrete footing rotational rigidity. [Thesis]. Stellenbosch University; 2008. Available from: http://hdl.handle.net/10019.1/2210

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


Stellenbosch University

22. Alberti, L. I. Flow around cylindrical towers : the stabalising role of vertical ribs.

Degree: Civil Engineering, 2006, Stellenbosch University

 <p>Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2006. p><p>The aim of this thesis is to study the stabilising effect which vertical ribs may have on… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Cylinders  – Aerodynamics; Fluid mechanics; Civil engineering

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APA (6th Edition):

Alberti, L. I. (2006). Flow around cylindrical towers : the stabalising role of vertical ribs. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/2426

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):

Alberti, L I. “Flow around cylindrical towers : the stabalising role of vertical ribs.” 2006. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/2426.

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

MLA Handbook (7th Edition):

Alberti, L I. “Flow around cylindrical towers : the stabalising role of vertical ribs.” 2006. Web. 03 Jun 2020.

Vancouver:

Alberti LI. Flow around cylindrical towers : the stabalising role of vertical ribs. [Internet] [Thesis]. Stellenbosch University; 2006. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/2426.

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

Council of Science Editors:

Alberti LI. Flow around cylindrical towers : the stabalising role of vertical ribs. [Thesis]. Stellenbosch University; 2006. Available from: http://hdl.handle.net/10019.1/2426

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


Stellenbosch University

23. Stander, Heinrich. Interfacial bond properties for ECC overlay systems.

Degree: Civil Engineering, 2007, Stellenbosch University

 <p>Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2007. p><p>Bonded overlays are increasingly used in concrete and reinforced concrete repair and rehabilitation applications, despite the high… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Cement composites; Fiber-reinforced concrete; Civil engineering

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APA (6th Edition):

Stander, H. (2007). Interfacial bond properties for ECC overlay systems. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/2912

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):

Stander, Heinrich. “Interfacial bond properties for ECC overlay systems.” 2007. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/2912.

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

MLA Handbook (7th Edition):

Stander, Heinrich. “Interfacial bond properties for ECC overlay systems.” 2007. Web. 03 Jun 2020.

Vancouver:

Stander H. Interfacial bond properties for ECC overlay systems. [Internet] [Thesis]. Stellenbosch University; 2007. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/2912.

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

Council of Science Editors:

Stander H. Interfacial bond properties for ECC overlay systems. [Thesis]. Stellenbosch University; 2007. Available from: http://hdl.handle.net/10019.1/2912

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


Stellenbosch University

24. Boshoff, William Peter. Time-dependant behaviour of engineered cement-based composites.

Degree: Civil Engineering, 2007, Stellenbosch University

 <p>Thesis (PhD (Civil Engineering)) – University of Stellenbosch, 2007. p><p>ECC (Engineered Cement-based Composites) is a type of HPC (High Performance Concrete) that was engineered to overcome… (more)

Subjects/Keywords: Civil engineering; Fiber-reinforced concrete; Cement composites

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APA (6th Edition):

Boshoff, W. P. (2007). Time-dependant behaviour of engineered cement-based composites. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/1249

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):

Boshoff, William Peter. “Time-dependant behaviour of engineered cement-based composites.” 2007. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/1249.

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

MLA Handbook (7th Edition):

Boshoff, William Peter. “Time-dependant behaviour of engineered cement-based composites.” 2007. Web. 03 Jun 2020.

Vancouver:

Boshoff WP. Time-dependant behaviour of engineered cement-based composites. [Internet] [Thesis]. Stellenbosch University; 2007. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/1249.

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

Council of Science Editors:

Boshoff WP. Time-dependant behaviour of engineered cement-based composites. [Thesis]. Stellenbosch University; 2007. Available from: http://hdl.handle.net/10019.1/1249

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


Stellenbosch University

25. Rousseau, Jean-Pierre. Dynamic evaluation of the solar chimney.

Degree: Civil Engineering, 2005, Stellenbosch University

 <p>Thesis (MEng (Civil Engineering)) – University of Stellenbosch, 2005. p><p>Previous studies on the solar chimney have shown that its structural integrity might be compromised by the… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Solar power plants; Civil engineering

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APA (6th Edition):

Rousseau, J. (2005). Dynamic evaluation of the solar chimney. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/1674

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):

Rousseau, Jean-Pierre. “Dynamic evaluation of the solar chimney.” 2005. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/1674.

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

MLA Handbook (7th Edition):

Rousseau, Jean-Pierre. “Dynamic evaluation of the solar chimney.” 2005. Web. 03 Jun 2020.

Vancouver:

Rousseau J. Dynamic evaluation of the solar chimney. [Internet] [Thesis]. Stellenbosch University; 2005. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/1674.

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

Council of Science Editors:

Rousseau J. Dynamic evaluation of the solar chimney. [Thesis]. Stellenbosch University; 2005. Available from: http://hdl.handle.net/10019.1/1674

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


Stellenbosch University

26. Shang, Qinjiang. Shear Behaviour of Engineered Cement-based Composites.

Degree: MScEng (Civil Engineering, Civil Engineering, 2006, Stellenbosch University

 Some experiments utilizing the shear capacity of Engineered Cement-based Composites (ECC) have suggested that elimination of shear reinforcement is feasible when the concrete matrix is… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Shear (Mechanics); Fiber-reinforced concrete; Cement composites; Civil engineering

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APA (6th Edition):

Shang, Q. (2006). Shear Behaviour of Engineered Cement-based Composites. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/1885

Chicago Manual of Style (16th Edition):

Shang, Qinjiang. “Shear Behaviour of Engineered Cement-based Composites.” 2006. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/1885.

MLA Handbook (7th Edition):

Shang, Qinjiang. “Shear Behaviour of Engineered Cement-based Composites.” 2006. Web. 03 Jun 2020.

Vancouver:

Shang Q. Shear Behaviour of Engineered Cement-based Composites. [Internet] [Masters thesis]. Stellenbosch University; 2006. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/1885.

Council of Science Editors:

Shang Q. Shear Behaviour of Engineered Cement-based Composites. [Masters Thesis]. Stellenbosch University; 2006. Available from: http://hdl.handle.net/10019.1/1885


Stellenbosch University

27. Van Dyk, Cobus. The realisation of the solar chimney inlet guide vanes.

Degree: MScEng, Civil Engineering, 2004, Stellenbosch University

 <p>ENGLISH ABSTRACT: Up to this point in time research on the South African solar chimney, proposed for a site in the Northern Cape, comprised of… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Van Dyk, C. (2004). The realisation of the solar chimney inlet guide vanes. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/50175

Chicago Manual of Style (16th Edition):

Van Dyk, Cobus. “The realisation of the solar chimney inlet guide vanes.” 2004. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/50175.

MLA Handbook (7th Edition):

Van Dyk, Cobus. “The realisation of the solar chimney inlet guide vanes.” 2004. Web. 03 Jun 2020.

Vancouver:

Van Dyk C. The realisation of the solar chimney inlet guide vanes. [Internet] [Masters thesis]. Stellenbosch University; 2004. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/50175.

Council of Science Editors:

Van Dyk C. The realisation of the solar chimney inlet guide vanes. [Masters Thesis]. Stellenbosch University; 2004. Available from: http://hdl.handle.net/10019.1/50175


Stellenbosch University

28. Cirillo, Gerardo. Prediction of damage to cement-based structures subject to tunnelling-induced settlements.

Degree: MScEng, Civil Engineering, 2003, Stellenbosch University

 <p>ENGLISH ABSTRACT: Tunneling in busy urban areas is becoming a common practice, caused by the everincreasing number of commuters. This causes a decline in the… (more)

Subjects/Keywords: Civil engineering

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APA (6th Edition):

Cirillo, G. (2003). Prediction of damage to cement-based structures subject to tunnelling-induced settlements. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/53556

Chicago Manual of Style (16th Edition):

Cirillo, Gerardo. “Prediction of damage to cement-based structures subject to tunnelling-induced settlements.” 2003. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/53556.

MLA Handbook (7th Edition):

Cirillo, Gerardo. “Prediction of damage to cement-based structures subject to tunnelling-induced settlements.” 2003. Web. 03 Jun 2020.

Vancouver:

Cirillo G. Prediction of damage to cement-based structures subject to tunnelling-induced settlements. [Internet] [Masters thesis]. Stellenbosch University; 2003. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/53556.

Council of Science Editors:

Cirillo G. Prediction of damage to cement-based structures subject to tunnelling-induced settlements. [Masters Thesis]. Stellenbosch University; 2003. Available from: http://hdl.handle.net/10019.1/53556


Stellenbosch University

29. Loots, Jurie. Computational assessment of seismic resistance of RC framed buildings with masonry infill.

Degree: MScIng, Civil Engineering, 2005, Stellenbosch University

 <p>Some digitised pages may appear illegible due to the condition of the original hard copy. p><p>ENGLISH ABSTRACT: Reinforced concrete (RC) frames with unreinforced masonry infill… (more)

Subjects/Keywords: Buildings  – Earthquake effects; Earthquake resistant design; Dissertations  – Civil engineering

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APA (6th Edition):

Loots, J. (2005). Computational assessment of seismic resistance of RC framed buildings with masonry infill. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/50299

Chicago Manual of Style (16th Edition):

Loots, Jurie. “Computational assessment of seismic resistance of RC framed buildings with masonry infill.” 2005. Masters Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/50299.

MLA Handbook (7th Edition):

Loots, Jurie. “Computational assessment of seismic resistance of RC framed buildings with masonry infill.” 2005. Web. 03 Jun 2020.

Vancouver:

Loots J. Computational assessment of seismic resistance of RC framed buildings with masonry infill. [Internet] [Masters thesis]. Stellenbosch University; 2005. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/50299.

Council of Science Editors:

Loots J. Computational assessment of seismic resistance of RC framed buildings with masonry infill. [Masters Thesis]. Stellenbosch University; 2005. Available from: http://hdl.handle.net/10019.1/50299


Stellenbosch University

30. Dunaiski, Wibke. Investigation into the effective lengths of web compression elements in parallel chord trusses.

Degree: Civil Engineering, 2008, Stellenbosch University

 <p>Thesis (MScEng (Civil Engineering)) – Stellenbosch University, 2008. p><p>The Southern African Institute of Steel Construction expressed concern with regard to the unit definition of the effective… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Roof trusses  – Design and construction; Building, Iron and steel; Civil Engineering

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

APA (6th Edition):

Dunaiski, W. (2008). Investigation into the effective lengths of web compression elements in parallel chord trusses. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/2410

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):

Dunaiski, Wibke. “Investigation into the effective lengths of web compression elements in parallel chord trusses.” 2008. Thesis, Stellenbosch University. Accessed June 03, 2020. http://hdl.handle.net/10019.1/2410.

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

MLA Handbook (7th Edition):

Dunaiski, Wibke. “Investigation into the effective lengths of web compression elements in parallel chord trusses.” 2008. Web. 03 Jun 2020.

Vancouver:

Dunaiski W. Investigation into the effective lengths of web compression elements in parallel chord trusses. [Internet] [Thesis]. Stellenbosch University; 2008. [cited 2020 Jun 03]. Available from: http://hdl.handle.net/10019.1/2410.

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

Council of Science Editors:

Dunaiski W. Investigation into the effective lengths of web compression elements in parallel chord trusses. [Thesis]. Stellenbosch University; 2008. Available from: http://hdl.handle.net/10019.1/2410

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

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