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You searched for subject:(0905 Civil Engineering). Showing records 1 – 30 of 135 total matches.

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University of Canterbury

1. Scapagna R. Pericolosita' da liquefazione valutata mediante analisi statistica di geodatabase.

Degree: 2018, University of Canterbury

 La pericolosità associata ad un dato fenomeno costituisce uno dei fattori più importanti e difficili da quantificare nelle analisi di rischio, a maggior ragione quando… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

R, S. (2018). Pericolosita' da liquefazione valutata mediante analisi statistica di geodatabase. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17749

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):

R, Scapagna. “Pericolosita' da liquefazione valutata mediante analisi statistica di geodatabase.” 2018. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17749.

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

MLA Handbook (7th Edition):

R, Scapagna. “Pericolosita' da liquefazione valutata mediante analisi statistica di geodatabase.” 2018. Web. 09 Jul 2020.

Vancouver:

R S. Pericolosita' da liquefazione valutata mediante analisi statistica di geodatabase. [Internet] [Thesis]. University of Canterbury; 2018. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17749.

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

Council of Science Editors:

R S. Pericolosita' da liquefazione valutata mediante analisi statistica di geodatabase. [Thesis]. University of Canterbury; 2018. Available from: http://hdl.handle.net/10092/17749

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


University of Canterbury

2. Jeong S. Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D nonlinear site response.

Degree: 2017, University of Canterbury

 This article presents a quantitative case study on the site amplification effect observed at Heathcote Valley, New Zealand, during the 2010-2011 Canterbury earthquake sequence for… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

S, J. (2017). Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D nonlinear site response. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17835

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):

S, Jeong. “Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D nonlinear site response.” 2017. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17835.

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

MLA Handbook (7th Edition):

S, Jeong. “Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D nonlinear site response.” 2017. Web. 09 Jul 2020.

Vancouver:

S J. Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D nonlinear site response. [Internet] [Thesis]. University of Canterbury; 2017. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17835.

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

Council of Science Editors:

S J. Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D nonlinear site response. [Thesis]. University of Canterbury; 2017. Available from: http://hdl.handle.net/10092/17835

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


University of Canterbury

3. Xu, C. Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch.

Degree: Mechanical Engineering, 2015, University of Canterbury

 The seismic performance and parameter identification of the base isolated Christchurch Women’s Hospital (CWH) building are investigated using the recorded seismic accelerations during the two… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

Xu, C. (2015). Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/13124

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):

Xu, C. “Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch.” 2015. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/13124.

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

MLA Handbook (7th Edition):

Xu, C. “Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch.” 2015. Web. 09 Jul 2020.

Vancouver:

Xu C. Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/13124.

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

Council of Science Editors:

Xu C. Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/13124

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


University of Canterbury

4. Chase, J.G. Assessing collapse capacity and risk in subsequent ground motions using SHM results for incremental dynamic analysis.

Degree: 2019, University of Canterbury

 Predicting building collapse due to seismic motion is critical in design and more so after a major event. Damaged structures can appear sound, but collapse… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

Chase, J. G. (2019). Assessing collapse capacity and risk in subsequent ground motions using SHM results for incremental dynamic analysis. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/18486

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):

Chase, J G. “Assessing collapse capacity and risk in subsequent ground motions using SHM results for incremental dynamic analysis.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/18486.

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

MLA Handbook (7th Edition):

Chase, J G. “Assessing collapse capacity and risk in subsequent ground motions using SHM results for incremental dynamic analysis.” 2019. Web. 09 Jul 2020.

Vancouver:

Chase JG. Assessing collapse capacity and risk in subsequent ground motions using SHM results for incremental dynamic analysis. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/18486.

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

Council of Science Editors:

Chase JG. Assessing collapse capacity and risk in subsequent ground motions using SHM results for incremental dynamic analysis. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/18486

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


Victoria University

5. Appuhamilage, Galhena. Effects of Blast Loading on Reinforced Concrete Facade Systems.

Degree: phd, College of Engineering and Science, 2015, Victoria University

 Facade systems are an integral part of modern day construction, especially with reinforced concrete structures. These facade systems are typically designed to withstand the effects… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Appuhamilage, G. (2015). Effects of Blast Loading on Reinforced Concrete Facade Systems. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/29785/

Chicago Manual of Style (16th Edition):

Appuhamilage, Galhena. “Effects of Blast Loading on Reinforced Concrete Facade Systems.” 2015. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/29785/.

MLA Handbook (7th Edition):

Appuhamilage, Galhena. “Effects of Blast Loading on Reinforced Concrete Facade Systems.” 2015. Web. 09 Jul 2020.

Vancouver:

Appuhamilage G. Effects of Blast Loading on Reinforced Concrete Facade Systems. [Internet] [Doctoral dissertation]. Victoria University; 2015. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/29785/.

Council of Science Editors:

Appuhamilage G. Effects of Blast Loading on Reinforced Concrete Facade Systems. [Doctoral Dissertation]. Victoria University; 2015. Available from: http://vuir.vu.edu.au/29785/


Victoria University

6. Ashbolt, Stephanie Camille. Short-term operational planning of water grids.

Degree: phd, College of Engineering and Science, 2016, Victoria University

 Water grids are a diverse and interconnected water supply systems that are emerging in response to the pressures of climate variability, climate change, and population… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Ashbolt, S. C. (2016). Short-term operational planning of water grids. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/32602/

Chicago Manual of Style (16th Edition):

Ashbolt, Stephanie Camille. “Short-term operational planning of water grids.” 2016. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/32602/.

MLA Handbook (7th Edition):

Ashbolt, Stephanie Camille. “Short-term operational planning of water grids.” 2016. Web. 09 Jul 2020.

Vancouver:

Ashbolt SC. Short-term operational planning of water grids. [Internet] [Doctoral dissertation]. Victoria University; 2016. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/32602/.

Council of Science Editors:

Ashbolt SC. Short-term operational planning of water grids. [Doctoral Dissertation]. Victoria University; 2016. Available from: http://vuir.vu.edu.au/32602/


Victoria University

7. Perera, Marina Primali. Improving the water supply network by mixing recycled water and stormwater in the third pipe: a risk management framework.

Degree: other, College of Engineering and Science, 2016, Victoria University

 Fresh water is a finite natural resource. Prolonged drought, record low inflows, population increase and climate change have increased the pressure on water authorities and… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Perera, M. P. (2016). Improving the water supply network by mixing recycled water and stormwater in the third pipe: a risk management framework. (Masters Thesis). Victoria University. Retrieved from http://vuir.vu.edu.au/33255/

Chicago Manual of Style (16th Edition):

Perera, Marina Primali. “Improving the water supply network by mixing recycled water and stormwater in the third pipe: a risk management framework.” 2016. Masters Thesis, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/33255/.

MLA Handbook (7th Edition):

Perera, Marina Primali. “Improving the water supply network by mixing recycled water and stormwater in the third pipe: a risk management framework.” 2016. Web. 09 Jul 2020.

Vancouver:

Perera MP. Improving the water supply network by mixing recycled water and stormwater in the third pipe: a risk management framework. [Internet] [Masters thesis]. Victoria University; 2016. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/33255/.

Council of Science Editors:

Perera MP. Improving the water supply network by mixing recycled water and stormwater in the third pipe: a risk management framework. [Masters Thesis]. Victoria University; 2016. Available from: http://vuir.vu.edu.au/33255/


Victoria University

8. Jayasooriya, Varuni Maheshika. Optimization of green infrastructure practices for industrial areas.

Degree: phd, College of Engineering and Science, 2016, Victoria University

 Industrial areas are environmentally degraded land areas with multiple environmental issues. Majority of industrial areas are surrounded by residential and commercial areas due to the… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Jayasooriya, V. M. (2016). Optimization of green infrastructure practices for industrial areas. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/33668/

Chicago Manual of Style (16th Edition):

Jayasooriya, Varuni Maheshika. “Optimization of green infrastructure practices for industrial areas.” 2016. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/33668/.

MLA Handbook (7th Edition):

Jayasooriya, Varuni Maheshika. “Optimization of green infrastructure practices for industrial areas.” 2016. Web. 09 Jul 2020.

Vancouver:

Jayasooriya VM. Optimization of green infrastructure practices for industrial areas. [Internet] [Doctoral dissertation]. Victoria University; 2016. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/33668/.

Council of Science Editors:

Jayasooriya VM. Optimization of green infrastructure practices for industrial areas. [Doctoral Dissertation]. Victoria University; 2016. Available from: http://vuir.vu.edu.au/33668/


Victoria University

9. Sutadian, Arief. Development of a Cost Effective River Water Quality Index: A Case Study of West Java Province, Indonesia.

Degree: phd, College of Engineering and Science, 2017, Victoria University

 Having good water quality is important for a healthy river. However, it is difficult to quantify the state of river water quality due to the… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Sutadian, A. (2017). Development of a Cost Effective River Water Quality Index: A Case Study of West Java Province, Indonesia. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/35156/

Chicago Manual of Style (16th Edition):

Sutadian, Arief. “Development of a Cost Effective River Water Quality Index: A Case Study of West Java Province, Indonesia.” 2017. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/35156/.

MLA Handbook (7th Edition):

Sutadian, Arief. “Development of a Cost Effective River Water Quality Index: A Case Study of West Java Province, Indonesia.” 2017. Web. 09 Jul 2020.

Vancouver:

Sutadian A. Development of a Cost Effective River Water Quality Index: A Case Study of West Java Province, Indonesia. [Internet] [Doctoral dissertation]. Victoria University; 2017. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/35156/.

Council of Science Editors:

Sutadian A. Development of a Cost Effective River Water Quality Index: A Case Study of West Java Province, Indonesia. [Doctoral Dissertation]. Victoria University; 2017. Available from: http://vuir.vu.edu.au/35156/


Victoria University

10. Barua, Suchana. Non-residential Urban Water Demand Modelling – a Disaggregation Approach.

Degree: phd, College of Engineering and Science, 2018, Victoria University

 Rapid population growth over the 20th century and changing climate has put many urban water supply systems under pressure around the world. Such pressure also… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Barua, S. (2018). Non-residential Urban Water Demand Modelling – a Disaggregation Approach. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/36759/

Chicago Manual of Style (16th Edition):

Barua, Suchana. “Non-residential Urban Water Demand Modelling – a Disaggregation Approach.” 2018. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/36759/.

MLA Handbook (7th Edition):

Barua, Suchana. “Non-residential Urban Water Demand Modelling – a Disaggregation Approach.” 2018. Web. 09 Jul 2020.

Vancouver:

Barua S. Non-residential Urban Water Demand Modelling – a Disaggregation Approach. [Internet] [Doctoral dissertation]. Victoria University; 2018. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/36759/.

Council of Science Editors:

Barua S. Non-residential Urban Water Demand Modelling – a Disaggregation Approach. [Doctoral Dissertation]. Victoria University; 2018. Available from: http://vuir.vu.edu.au/36759/


Victoria University

11. Nasrin, Tasnim. Water Sensitive Urban Design (WSUD) Strategies to Mitigate the Impacts of Intense Rainfall on the Sanitary Sewer Network Performance.

Degree: other, College of Engineering and Science, 2018, Victoria University

 Short duration intense rainfall causes an increase in rainfall derived infiltration and inflow (RDII) in aging sewer networks, which leads to Sanitary Sewer Overflows (SSOs).… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Nasrin, T. (2018). Water Sensitive Urban Design (WSUD) Strategies to Mitigate the Impacts of Intense Rainfall on the Sanitary Sewer Network Performance. (Masters Thesis). Victoria University. Retrieved from http://vuir.vu.edu.au/37838/

Chicago Manual of Style (16th Edition):

Nasrin, Tasnim. “Water Sensitive Urban Design (WSUD) Strategies to Mitigate the Impacts of Intense Rainfall on the Sanitary Sewer Network Performance.” 2018. Masters Thesis, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/37838/.

MLA Handbook (7th Edition):

Nasrin, Tasnim. “Water Sensitive Urban Design (WSUD) Strategies to Mitigate the Impacts of Intense Rainfall on the Sanitary Sewer Network Performance.” 2018. Web. 09 Jul 2020.

Vancouver:

Nasrin T. Water Sensitive Urban Design (WSUD) Strategies to Mitigate the Impacts of Intense Rainfall on the Sanitary Sewer Network Performance. [Internet] [Masters thesis]. Victoria University; 2018. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/37838/.

Council of Science Editors:

Nasrin T. Water Sensitive Urban Design (WSUD) Strategies to Mitigate the Impacts of Intense Rainfall on the Sanitary Sewer Network Performance. [Masters Thesis]. Victoria University; 2018. Available from: http://vuir.vu.edu.au/37838/


Victoria University

12. Kannangara, A M U Thathsarani. The Behaviour of Reactive Powder Geopolymer Concrete at Elevated Temperature.

Degree: other, College of Engineering and Science, 2018, Victoria University

 Concrete is one of the most widely used materials within the construction industry due to its versatility, durability, superior mechanical properties and excellent resistance to… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Kannangara, A. M. U. T. (2018). The Behaviour of Reactive Powder Geopolymer Concrete at Elevated Temperature. (Masters Thesis). Victoria University. Retrieved from http://vuir.vu.edu.au/37855/

Chicago Manual of Style (16th Edition):

Kannangara, A M U Thathsarani. “The Behaviour of Reactive Powder Geopolymer Concrete at Elevated Temperature.” 2018. Masters Thesis, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/37855/.

MLA Handbook (7th Edition):

Kannangara, A M U Thathsarani. “The Behaviour of Reactive Powder Geopolymer Concrete at Elevated Temperature.” 2018. Web. 09 Jul 2020.

Vancouver:

Kannangara AMUT. The Behaviour of Reactive Powder Geopolymer Concrete at Elevated Temperature. [Internet] [Masters thesis]. Victoria University; 2018. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/37855/.

Council of Science Editors:

Kannangara AMUT. The Behaviour of Reactive Powder Geopolymer Concrete at Elevated Temperature. [Masters Thesis]. Victoria University; 2018. Available from: http://vuir.vu.edu.au/37855/


Victoria University

13. Kamil, Ghanim Mohammed. Nonlinear Analysis of Rectangular Concrete-Filled Steel Tubular Columns at Elevated Temperatures.

Degree: phd, College of Engineering and Science, 2019, Victoria University

 Rectangular thin-walled concrete-filled steel tubular (CFST) slender columns under axial and eccentric loads may undergo local and global interaction buckling when exposed to fire. Computational… (more)

Subjects/Keywords: 0905 Civil Engineering; College of Science and Engineering

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APA (6th Edition):

Kamil, G. M. (2019). Nonlinear Analysis of Rectangular Concrete-Filled Steel Tubular Columns at Elevated Temperatures. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/40071/

Chicago Manual of Style (16th Edition):

Kamil, Ghanim Mohammed. “Nonlinear Analysis of Rectangular Concrete-Filled Steel Tubular Columns at Elevated Temperatures.” 2019. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/40071/.

MLA Handbook (7th Edition):

Kamil, Ghanim Mohammed. “Nonlinear Analysis of Rectangular Concrete-Filled Steel Tubular Columns at Elevated Temperatures.” 2019. Web. 09 Jul 2020.

Vancouver:

Kamil GM. Nonlinear Analysis of Rectangular Concrete-Filled Steel Tubular Columns at Elevated Temperatures. [Internet] [Doctoral dissertation]. Victoria University; 2019. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/40071/.

Council of Science Editors:

Kamil GM. Nonlinear Analysis of Rectangular Concrete-Filled Steel Tubular Columns at Elevated Temperatures. [Doctoral Dissertation]. Victoria University; 2019. Available from: http://vuir.vu.edu.au/40071/


University of Canterbury

14. McGann C. Validating 1D numerical simulation of the free field using centrifuge tests.

Degree: 2019, University of Canterbury

 The increasing shift towards performance based geotechnical earthquake engineering design requires an improved understanding of soil-structure interaction (SSI) for buildings on liquefiable deposits. While a… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

C, M. (2019). Validating 1D numerical simulation of the free field using centrifuge tests. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17886

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):

C, McGann. “Validating 1D numerical simulation of the free field using centrifuge tests.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17886.

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

MLA Handbook (7th Edition):

C, McGann. “Validating 1D numerical simulation of the free field using centrifuge tests.” 2019. Web. 09 Jul 2020.

Vancouver:

C M. Validating 1D numerical simulation of the free field using centrifuge tests. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17886.

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

Council of Science Editors:

C M. Validating 1D numerical simulation of the free field using centrifuge tests. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/17886

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


University of Canterbury

15. Chase JG. A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions.

Degree: 2019, University of Canterbury

 © 2019, Springer-Verlag GmbH Germany, part of Springer Nature. Prediction of building collapse due to significant seismic motion is a principle objective of earthquake engineers,… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering

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APA (6th Edition):

JG, C. (2019). A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/18442

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):

JG, Chase. “A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/18442.

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

MLA Handbook (7th Edition):

JG, Chase. “A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions.” 2019. Web. 09 Jul 2020.

Vancouver:

JG C. A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/18442.

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

Council of Science Editors:

JG C. A combined SHM/IDA method for assessing collapse capacity and risk in subsequent ground motions. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/18442

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


University of Canterbury

16. Banasiak LJ. Enhancing the resilience of low-rise buildings: a New Zealand perspective.

Degree: 2019, University of Canterbury

 Recent earthquakes in New Zealand proved that a shift is necessary in the current design practice of structures to achieve better seismic performance. Following such… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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

APA (6th Edition):

LJ, B. (2019). Enhancing the resilience of low-rise buildings: a New Zealand perspective. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17930

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):

LJ, Banasiak. “Enhancing the resilience of low-rise buildings: a New Zealand perspective.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17930.

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

MLA Handbook (7th Edition):

LJ, Banasiak. “Enhancing the resilience of low-rise buildings: a New Zealand perspective.” 2019. Web. 09 Jul 2020.

Vancouver:

LJ B. Enhancing the resilience of low-rise buildings: a New Zealand perspective. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17930.

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

Council of Science Editors:

LJ B. Enhancing the resilience of low-rise buildings: a New Zealand perspective. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/17930

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


University of Canterbury

17. Shelton R. Experimental studies on in-plane performance of plasterboard sheathed ceiling diaphragms.

Degree: 2019, University of Canterbury

 The ultimate goal of this study is to develop a model representing the in-plane behaviour of plasterboard ceiling diaphragms, as part of the efforts towards… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090502 - Construction Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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

APA (6th Edition):

R, S. (2019). Experimental studies on in-plane performance of plasterboard sheathed ceiling diaphragms. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17863

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):

R, Shelton. “Experimental studies on in-plane performance of plasterboard sheathed ceiling diaphragms.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17863.

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

MLA Handbook (7th Edition):

R, Shelton. “Experimental studies on in-plane performance of plasterboard sheathed ceiling diaphragms.” 2019. Web. 09 Jul 2020.

Vancouver:

R S. Experimental studies on in-plane performance of plasterboard sheathed ceiling diaphragms. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17863.

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

Council of Science Editors:

R S. Experimental studies on in-plane performance of plasterboard sheathed ceiling diaphragms. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/17863

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


University of Canterbury

18. Mago N. Diaphragm axial capacity for external diaphragm connections (EDCs) in square CFST column structures.

Degree: 2019, University of Canterbury

 This paper evaluates external diaphragm axial capacity in moment frame structures with square concrete-filled steel tubular (CFST) columns considering bidirectional loading. Three design methods were… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering

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

APA (6th Edition):

N, M. (2019). Diaphragm axial capacity for external diaphragm connections (EDCs) in square CFST column structures. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17819

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):

N, Mago. “Diaphragm axial capacity for external diaphragm connections (EDCs) in square CFST column structures.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17819.

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

MLA Handbook (7th Edition):

N, Mago. “Diaphragm axial capacity for external diaphragm connections (EDCs) in square CFST column structures.” 2019. Web. 09 Jul 2020.

Vancouver:

N M. Diaphragm axial capacity for external diaphragm connections (EDCs) in square CFST column structures. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17819.

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

Council of Science Editors:

N M. Diaphragm axial capacity for external diaphragm connections (EDCs) in square CFST column structures. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/17819

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


University of Canterbury

19. Bradley, B.A. Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions.

Degree: 2015, University of Canterbury

 In this study, the effect of considering bounds on causal parameters of prospective ground motions (e.g., magnitude, source-to-site distance, and site condition) for the purpose… (more)

Subjects/Keywords: Seismometry; Earthquake hazard analysis; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

Bradley, B. A. (2015). Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/13314

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):

Bradley, B A. “Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions.” 2015. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/13314.

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

MLA Handbook (7th Edition):

Bradley, B A. “Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions.” 2015. Web. 09 Jul 2020.

Vancouver:

Bradley BA. Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions. [Internet] [Thesis]. University of Canterbury; 2015. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/13314.

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

Council of Science Editors:

Bradley BA. Bounds on causal parameters of prospective ground motions and their effect on characteristics of selected ground motions. [Thesis]. University of Canterbury; 2015. Available from: http://hdl.handle.net/10092/13314

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


University of Canterbury

20. Page, I. Cost, time and environmental impacts of the construction of the new NMIT Arts and Media building.

Degree: Civil and Natural Resources Engineering; University of Canterbury. Mechanical Engineering, 2011, University of Canterbury

 This report was produced by the University of Canterbury for the Ministry of Agriculture and Forestry under Expression of Interest MAF POL 0910-11665. The report… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090502 - Construction Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction Materials

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

APA (6th Edition):

Page, I. (2011). Cost, time and environmental impacts of the construction of the new NMIT Arts and Media building. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/5524

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):

Page, I. “Cost, time and environmental impacts of the construction of the new NMIT Arts and Media building.” 2011. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/5524.

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

MLA Handbook (7th Edition):

Page, I. “Cost, time and environmental impacts of the construction of the new NMIT Arts and Media building.” 2011. Web. 09 Jul 2020.

Vancouver:

Page I. Cost, time and environmental impacts of the construction of the new NMIT Arts and Media building. [Internet] [Thesis]. University of Canterbury; 2011. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/5524.

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

Council of Science Editors:

Page I. Cost, time and environmental impacts of the construction of the new NMIT Arts and Media building. [Thesis]. University of Canterbury; 2011. Available from: http://hdl.handle.net/10092/5524

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


University of Canterbury

21. Hernandez E. An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings.

Degree: 2019, University of Canterbury

 A multi-disciplinary geo-structural-environmental engineering project funded by the Ministry of Business Innovation and Employment (MBIE) is being carried out at the University of Canterbury. The… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction Materials; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090502 - Construction Engineering

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APA (6th Edition):

E, H. (2019). An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17809

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):

E, Hernandez. “An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17809.

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

MLA Handbook (7th Edition):

E, Hernandez. “An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings.” 2019. Web. 09 Jul 2020.

Vancouver:

E H. An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17809.

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

Council of Science Editors:

E H. An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/17809

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


University of Canterbury

22. MacRae, GA. Bending Stiffness and Strength Performance of Different Column Splice Connections.

Degree: 2019, University of Canterbury

 Tall steel structures are increasingly common in seismic zones, but their column design relies on splice connections to create tall structures. Bolted splice connections may… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction Materials; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

MacRae, G. (2019). Bending Stiffness and Strength Performance of Different Column Splice Connections. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/18487

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):

MacRae, GA. “Bending Stiffness and Strength Performance of Different Column Splice Connections.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/18487.

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

MLA Handbook (7th Edition):

MacRae, GA. “Bending Stiffness and Strength Performance of Different Column Splice Connections.” 2019. Web. 09 Jul 2020.

Vancouver:

MacRae G. Bending Stiffness and Strength Performance of Different Column Splice Connections. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/18487.

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

Council of Science Editors:

MacRae G. Bending Stiffness and Strength Performance of Different Column Splice Connections. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/18487

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


Victoria University

23. Marleni, Ni Nyoman Nepi. Impact of Water Management Practices in Residential Areas on Odour and Corrosion in Existing Sewer Networks.

Degree: phd, College of Engineering and Science, 2016, Victoria University

 Urban water systems in many developed cities are mostly stressed due to increased demand from population growth and an extended period of drought. The pressure… (more)

Subjects/Keywords: 0502 Environmental Science and Management; 0905 Civil Engineering; College of Science and Engineering

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

APA (6th Edition):

Marleni, N. N. N. (2016). Impact of Water Management Practices in Residential Areas on Odour and Corrosion in Existing Sewer Networks. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/32310/

Chicago Manual of Style (16th Edition):

Marleni, Ni Nyoman Nepi. “Impact of Water Management Practices in Residential Areas on Odour and Corrosion in Existing Sewer Networks.” 2016. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/32310/.

MLA Handbook (7th Edition):

Marleni, Ni Nyoman Nepi. “Impact of Water Management Practices in Residential Areas on Odour and Corrosion in Existing Sewer Networks.” 2016. Web. 09 Jul 2020.

Vancouver:

Marleni NNN. Impact of Water Management Practices in Residential Areas on Odour and Corrosion in Existing Sewer Networks. [Internet] [Doctoral dissertation]. Victoria University; 2016. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/32310/.

Council of Science Editors:

Marleni NNN. Impact of Water Management Practices in Residential Areas on Odour and Corrosion in Existing Sewer Networks. [Doctoral Dissertation]. Victoria University; 2016. Available from: http://vuir.vu.edu.au/32310/


University of Canterbury

24. Motha J. National-scale infrastructure network exposure assessment using geospatial liquefaction tools.

Degree: 2018, University of Canterbury

 Liquefaction hazard maps are a useful tool to help estimate the exposure and potential liquefaction-induced damage to the built environment. The most robust approach for… (more)

Subjects/Keywords: liquefaction; geospatial methods; infrastructure; New Zealand; Field of Research::09 - Engineering::0905 - Civil Engineering

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APA (6th Edition):

J, M. (2018). National-scale infrastructure network exposure assessment using geospatial liquefaction tools. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17931

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):

J, Motha. “National-scale infrastructure network exposure assessment using geospatial liquefaction tools.” 2018. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/17931.

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

MLA Handbook (7th Edition):

J, Motha. “National-scale infrastructure network exposure assessment using geospatial liquefaction tools.” 2018. Web. 09 Jul 2020.

Vancouver:

J M. National-scale infrastructure network exposure assessment using geospatial liquefaction tools. [Internet] [Thesis]. University of Canterbury; 2018. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/17931.

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

Council of Science Editors:

J M. National-scale infrastructure network exposure assessment using geospatial liquefaction tools. [Thesis]. University of Canterbury; 2018. Available from: http://hdl.handle.net/10092/17931

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


University of Canterbury

25. Chase, J.G. Model creation using SHM results for risk assessment in the subsequent earthquakes: Model creation using structural health monitoring results for risk assessment in the subsequent earthquakes.

Degree: 2019, University of Canterbury

 Structural health monitoring (SHM) detects, localizes, and quantifies seismic damage, but does not provide tools to assess further damage and potential collapse in subsequent shocks.… (more)

Subjects/Keywords: Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering; Field of Research::09 - Engineering::0913 - Mechanical Engineering::091302 - Automation and Control Engineering

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APA (6th Edition):

Chase, J. G. (2019). Model creation using SHM results for risk assessment in the subsequent earthquakes: Model creation using structural health monitoring results for risk assessment in the subsequent earthquakes. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/18499

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):

Chase, J G. “Model creation using SHM results for risk assessment in the subsequent earthquakes: Model creation using structural health monitoring results for risk assessment in the subsequent earthquakes.” 2019. Thesis, University of Canterbury. Accessed July 09, 2020. http://hdl.handle.net/10092/18499.

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

MLA Handbook (7th Edition):

Chase, J G. “Model creation using SHM results for risk assessment in the subsequent earthquakes: Model creation using structural health monitoring results for risk assessment in the subsequent earthquakes.” 2019. Web. 09 Jul 2020.

Vancouver:

Chase JG. Model creation using SHM results for risk assessment in the subsequent earthquakes: Model creation using structural health monitoring results for risk assessment in the subsequent earthquakes. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10092/18499.

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

Council of Science Editors:

Chase JG. Model creation using SHM results for risk assessment in the subsequent earthquakes: Model creation using structural health monitoring results for risk assessment in the subsequent earthquakes. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/18499

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


Victoria University of Technology

26. Richardson, Brian Joseph Edward. Recycling waste concrete into road pavement aggregate.

Degree: Department of Civil and Building Engineering, 1995, Victoria University of Technology

 The use of recycled concrete aggregate (RCA) as a road pavement material in Australia is relatively recent and confined mainly to Victoria and New South… (more)

Subjects/Keywords: 0905 Civil Engineering; School of Engineering and Science

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APA (6th Edition):

Richardson, B. J. E. (1995). Recycling waste concrete into road pavement aggregate. (Masters Thesis). Victoria University of Technology. Retrieved from http://vuir.vu.edu.au/15289/

Chicago Manual of Style (16th Edition):

Richardson, Brian Joseph Edward. “Recycling waste concrete into road pavement aggregate.” 1995. Masters Thesis, Victoria University of Technology. Accessed July 09, 2020. http://vuir.vu.edu.au/15289/.

MLA Handbook (7th Edition):

Richardson, Brian Joseph Edward. “Recycling waste concrete into road pavement aggregate.” 1995. Web. 09 Jul 2020.

Vancouver:

Richardson BJE. Recycling waste concrete into road pavement aggregate. [Internet] [Masters thesis]. Victoria University of Technology; 1995. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/15289/.

Council of Science Editors:

Richardson BJE. Recycling waste concrete into road pavement aggregate. [Masters Thesis]. Victoria University of Technology; 1995. Available from: http://vuir.vu.edu.au/15289/


Victoria University

27. King, David Michael. On the importance of input variables and climate variability to the yield of urban water supply systems.

Degree: phd, School of Engineering and Science, 2009, Victoria University

 Yield plays a central role in the processes, practices, management and operation of urban water supply systems. In Australia, yield is commonly defined as the… (more)

Subjects/Keywords: 0905 Civil Engineering; School of Engineering and Science

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APA (6th Edition):

King, D. M. (2009). On the importance of input variables and climate variability to the yield of urban water supply systems. (Doctoral Dissertation). Victoria University. Retrieved from http://vuir.vu.edu.au/15534/

Chicago Manual of Style (16th Edition):

King, David Michael. “On the importance of input variables and climate variability to the yield of urban water supply systems.” 2009. Doctoral Dissertation, Victoria University. Accessed July 09, 2020. http://vuir.vu.edu.au/15534/.

MLA Handbook (7th Edition):

King, David Michael. “On the importance of input variables and climate variability to the yield of urban water supply systems.” 2009. Web. 09 Jul 2020.

Vancouver:

King DM. On the importance of input variables and climate variability to the yield of urban water supply systems. [Internet] [Doctoral dissertation]. Victoria University; 2009. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/15534/.

Council of Science Editors:

King DM. On the importance of input variables and climate variability to the yield of urban water supply systems. [Doctoral Dissertation]. Victoria University; 2009. Available from: http://vuir.vu.edu.au/15534/


Victoria University of Technology

28. Young, William Arthur. Risk apportioning in engineering and building contracts in Australia.

Degree: Department of Civil and Building Engineering, 1993, Victoria University of Technology

 This thesis is an investigation of current practice in respect of risk apportioning in engineering and building construction contracts in Australia. The thesis details a… (more)

Subjects/Keywords: 0905 Civil Engineering; School of Engineering and Science

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APA (6th Edition):

Young, W. A. (1993). Risk apportioning in engineering and building contracts in Australia. (Masters Thesis). Victoria University of Technology. Retrieved from http://vuir.vu.edu.au/15739/

Chicago Manual of Style (16th Edition):

Young, William Arthur. “Risk apportioning in engineering and building contracts in Australia.” 1993. Masters Thesis, Victoria University of Technology. Accessed July 09, 2020. http://vuir.vu.edu.au/15739/.

MLA Handbook (7th Edition):

Young, William Arthur. “Risk apportioning in engineering and building contracts in Australia.” 1993. Web. 09 Jul 2020.

Vancouver:

Young WA. Risk apportioning in engineering and building contracts in Australia. [Internet] [Masters thesis]. Victoria University of Technology; 1993. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/15739/.

Council of Science Editors:

Young WA. Risk apportioning in engineering and building contracts in Australia. [Masters Thesis]. Victoria University of Technology; 1993. Available from: http://vuir.vu.edu.au/15739/


Victoria University of Technology

29. Huynh, Dung. Damage detection in structures using frequency response function (FRF) data and finite element modelling.

Degree: School of Architecture, Civil and Mechanical Engineering, 2003, Victoria University of Technology

 This thesis presents a method to detect structural damage using frequency response function (FRF) data obtained from non-destructive vibration tests. The method is used to… (more)

Subjects/Keywords: 0905 Civil Engineering; School of Engineering and Science

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APA (6th Edition):

Huynh, D. (2003). Damage detection in structures using frequency response function (FRF) data and finite element modelling. (Masters Thesis). Victoria University of Technology. Retrieved from http://vuir.vu.edu.au/15242/

Chicago Manual of Style (16th Edition):

Huynh, Dung. “Damage detection in structures using frequency response function (FRF) data and finite element modelling.” 2003. Masters Thesis, Victoria University of Technology. Accessed July 09, 2020. http://vuir.vu.edu.au/15242/.

MLA Handbook (7th Edition):

Huynh, Dung. “Damage detection in structures using frequency response function (FRF) data and finite element modelling.” 2003. Web. 09 Jul 2020.

Vancouver:

Huynh D. Damage detection in structures using frequency response function (FRF) data and finite element modelling. [Internet] [Masters thesis]. Victoria University of Technology; 2003. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/15242/.

Council of Science Editors:

Huynh D. Damage detection in structures using frequency response function (FRF) data and finite element modelling. [Masters Thesis]. Victoria University of Technology; 2003. Available from: http://vuir.vu.edu.au/15242/


Victoria University of Technology

30. Manickarajah, Dhayanthi. Optimum design of structures with stability constraints using the evolutionary optimisation method.

Degree: phd, Department of Civil and Building Engineering, 1998, Victoria University of Technology

 In the past most of the works on structural optimisation have been based on either mathematical programming or optimality criteria methods and have mainly concentrated… (more)

Subjects/Keywords: 0905 Civil Engineering; School of Engineering and Science

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APA (6th Edition):

Manickarajah, D. (1998). Optimum design of structures with stability constraints using the evolutionary optimisation method. (Doctoral Dissertation). Victoria University of Technology. Retrieved from http://vuir.vu.edu.au/15258/

Chicago Manual of Style (16th Edition):

Manickarajah, Dhayanthi. “Optimum design of structures with stability constraints using the evolutionary optimisation method.” 1998. Doctoral Dissertation, Victoria University of Technology. Accessed July 09, 2020. http://vuir.vu.edu.au/15258/.

MLA Handbook (7th Edition):

Manickarajah, Dhayanthi. “Optimum design of structures with stability constraints using the evolutionary optimisation method.” 1998. Web. 09 Jul 2020.

Vancouver:

Manickarajah D. Optimum design of structures with stability constraints using the evolutionary optimisation method. [Internet] [Doctoral dissertation]. Victoria University of Technology; 1998. [cited 2020 Jul 09]. Available from: http://vuir.vu.edu.au/15258/.

Council of Science Editors:

Manickarajah D. Optimum design of structures with stability constraints using the evolutionary optimisation method. [Doctoral Dissertation]. Victoria University of Technology; 1998. Available from: http://vuir.vu.edu.au/15258/

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