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You searched for +publisher:"University of Colorado" +contributor:("Ross Corotis"). Showing records 1 – 21 of 21 total matches.

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University of Colorado

1. Schweikert, Amy. A Sustainability Framework to Prioritize Proactive Climate Change Adaptation Investments for Impacts on Road Infrastructure Using a Data-Driven Approach.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2015, University of Colorado

  As questions of climate change impacts, adaptation, and policy gain prominence in discussions at the local, national, and international levels, there is opportunity to… (more)

Subjects/Keywords: adaptation; climate change; IPSS; road infrastructure; social impact; sustainability; Civil Engineering; Climate; Sustainability

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APA (6th Edition):

Schweikert, A. (2015). A Sustainability Framework to Prioritize Proactive Climate Change Adaptation Investments for Impacts on Road Infrastructure Using a Data-Driven Approach. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/175

Chicago Manual of Style (16th Edition):

Schweikert, Amy. “A Sustainability Framework to Prioritize Proactive Climate Change Adaptation Investments for Impacts on Road Infrastructure Using a Data-Driven Approach.” 2015. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/175.

MLA Handbook (7th Edition):

Schweikert, Amy. “A Sustainability Framework to Prioritize Proactive Climate Change Adaptation Investments for Impacts on Road Infrastructure Using a Data-Driven Approach.” 2015. Web. 23 Sep 2019.

Vancouver:

Schweikert A. A Sustainability Framework to Prioritize Proactive Climate Change Adaptation Investments for Impacts on Road Infrastructure Using a Data-Driven Approach. [Internet] [Doctoral dissertation]. University of Colorado; 2015. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/175.

Council of Science Editors:

Schweikert A. A Sustainability Framework to Prioritize Proactive Climate Change Adaptation Investments for Impacts on Road Infrastructure Using a Data-Driven Approach. [Doctoral Dissertation]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/175


University of Colorado

2. Welsh-Huggins, Sarah Welsh-Huggins. Seismic Vulnerability of Hillside Buildings in Northeast India.

Degree: ME, Civil, Environmental & Architectural Engineering, 2016, University of Colorado

 In northeast India, rapid urbanization and limited available land leads to the construction of multi-story, reinforced concrete frames with masonry infill walls on steep hillsides… (more)

Subjects/Keywords: collapse risk; hillside buildings; reinforced concrete frames; stepped foundations; Engineering; Geophysics and Seismology

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APA (6th Edition):

Welsh-Huggins, S. W. (2016). Seismic Vulnerability of Hillside Buildings in Northeast India. (Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/189

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):

Welsh-Huggins, Sarah Welsh-Huggins. “Seismic Vulnerability of Hillside Buildings in Northeast India.” 2016. Thesis, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/189.

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

MLA Handbook (7th Edition):

Welsh-Huggins, Sarah Welsh-Huggins. “Seismic Vulnerability of Hillside Buildings in Northeast India.” 2016. Web. 23 Sep 2019.

Vancouver:

Welsh-Huggins SW. Seismic Vulnerability of Hillside Buildings in Northeast India. [Internet] [Thesis]. University of Colorado; 2016. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/189.

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

Council of Science Editors:

Welsh-Huggins SW. Seismic Vulnerability of Hillside Buildings in Northeast India. [Thesis]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/189

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


University of Colorado

3. Jackson, Kyle Allen. Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs.

Degree: MS, 2011, University of Colorado

  Snow loads account for a majority of roof damage and associated losses in the United States. The significant impact that snow related failures can… (more)

Subjects/Keywords: performance-based snow loads; probabilistic models; roof snow loads; snow loading; Civil Engineering

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APA (6th Edition):

Jackson, K. A. (2011). Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs. (Masters Thesis). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/38

Chicago Manual of Style (16th Edition):

Jackson, Kyle Allen. “Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs.” 2011. Masters Thesis, University of Colorado. Accessed September 23, 2019. http://scholar.colorado.edu/cven_gradetds/38.

MLA Handbook (7th Edition):

Jackson, Kyle Allen. “Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs.” 2011. Web. 23 Sep 2019.

Vancouver:

Jackson KA. Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Sep 23]. Available from: http://scholar.colorado.edu/cven_gradetds/38.

Council of Science Editors:

Jackson KA. Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs. [Masters Thesis]. University of Colorado; 2011. Available from: http://scholar.colorado.edu/cven_gradetds/38


University of Colorado

4. Rein, Alena Christine. Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region.

Degree: MS, 2011, University of Colorado

 Interdependencies amongst infrastructure systems including transportation, water, electrical, and communication systems have increased drastically with the rising level of complexity in developed cities. Previously independent… (more)

Subjects/Keywords: hazard analysis; infrastructure; interdependencies; reliability; risk; vulnerability; Civil Engineering; Engineering

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APA (6th Edition):

Rein, A. C. (2011). Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/220

Chicago Manual of Style (16th Edition):

Rein, Alena Christine. “Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region.” 2011. Masters Thesis, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/220.

MLA Handbook (7th Edition):

Rein, Alena Christine. “Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region.” 2011. Web. 23 Sep 2019.

Vancouver:

Rein AC. Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/220.

Council of Science Editors:

Rein AC. Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/220


University of Colorado

5. Oliver, Daniel Eric. Risk Perception and Effective Communication of Consequences for US Natural Hazards.

Degree: MS, 2013, University of Colorado

 The type of natural hazard, frequency of occurrence, and their range of consequences have an enormous influence in shaping a person's perceptions of risk. This… (more)

Subjects/Keywords: communication; natural hazards; perception of risk; Civil Engineering; Social Psychology

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APA (6th Edition):

Oliver, D. E. (2013). Risk Perception and Effective Communication of Consequences for US Natural Hazards. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/276

Chicago Manual of Style (16th Edition):

Oliver, Daniel Eric. “Risk Perception and Effective Communication of Consequences for US Natural Hazards.” 2013. Masters Thesis, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/276.

MLA Handbook (7th Edition):

Oliver, Daniel Eric. “Risk Perception and Effective Communication of Consequences for US Natural Hazards.” 2013. Web. 23 Sep 2019.

Vancouver:

Oliver DE. Risk Perception and Effective Communication of Consequences for US Natural Hazards. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/276.

Council of Science Editors:

Oliver DE. Risk Perception and Effective Communication of Consequences for US Natural Hazards. [Masters Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/276


University of Colorado

6. Bowman, Brandon William. Modeling of Post-Tensioned Rocking Bridge Columns.

Degree: MS, 2016, University of Colorado

  Two separate columns were studied for this thesis. The first column was a column designed and tested by Marriot (2009) this column had energy… (more)

Subjects/Keywords: post-tensioning; rocking bridge piers; energy dissipating; unbonded tendons; modeling; Civil Engineering; Models and Methods

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APA (6th Edition):

Bowman, B. W. (2016). Modeling of Post-Tensioned Rocking Bridge Columns. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/424

Chicago Manual of Style (16th Edition):

Bowman, Brandon William. “Modeling of Post-Tensioned Rocking Bridge Columns.” 2016. Masters Thesis, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/424.

MLA Handbook (7th Edition):

Bowman, Brandon William. “Modeling of Post-Tensioned Rocking Bridge Columns.” 2016. Web. 23 Sep 2019.

Vancouver:

Bowman BW. Modeling of Post-Tensioned Rocking Bridge Columns. [Internet] [Masters thesis]. University of Colorado; 2016. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/424.

Council of Science Editors:

Bowman BW. Modeling of Post-Tensioned Rocking Bridge Columns. [Masters Thesis]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/424


University of Colorado

7. Kvamme, Jeffrey David. Performance of Common Treatments for Reinforced Concrete Highway Bridge Decks.

Degree: MS, 2018, University of Colorado

 This study gathers information on more than 15,000 bridges to examine time domain trends in condition of bridge decks in service that employ several common… (more)

Subjects/Keywords: bridge; common; concrete; deck; treatment; Civil Engineering; Materials Science and Engineering

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APA (6th Edition):

Kvamme, J. D. (2018). Performance of Common Treatments for Reinforced Concrete Highway Bridge Decks. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/367

Chicago Manual of Style (16th Edition):

Kvamme, Jeffrey David. “Performance of Common Treatments for Reinforced Concrete Highway Bridge Decks.” 2018. Masters Thesis, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/367.

MLA Handbook (7th Edition):

Kvamme, Jeffrey David. “Performance of Common Treatments for Reinforced Concrete Highway Bridge Decks.” 2018. Web. 23 Sep 2019.

Vancouver:

Kvamme JD. Performance of Common Treatments for Reinforced Concrete Highway Bridge Decks. [Internet] [Masters thesis]. University of Colorado; 2018. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/367.

Council of Science Editors:

Kvamme JD. Performance of Common Treatments for Reinforced Concrete Highway Bridge Decks. [Masters Thesis]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/cven_gradetds/367


University of Colorado

8. Perkins, Elizabeth J. Effects of Building Features on Seismic Performance.

Degree: MS, 2011, University of Colorado

  Often building decision-makers make decisions regarding the seismic risk to existing buildings, sometimes considering the effect of specific building features, such as geometric irregularities.… (more)

Subjects/Keywords: building feature; building inventory; earthquake; moment matching; seismic; seismic risk; Applied Statistics; Civil Engineering; Engineering

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APA (6th Edition):

Perkins, E. J. (2011). Effects of Building Features on Seismic Performance. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/340

Chicago Manual of Style (16th Edition):

Perkins, Elizabeth J. “Effects of Building Features on Seismic Performance.” 2011. Masters Thesis, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/340.

MLA Handbook (7th Edition):

Perkins, Elizabeth J. “Effects of Building Features on Seismic Performance.” 2011. Web. 23 Sep 2019.

Vancouver:

Perkins EJ. Effects of Building Features on Seismic Performance. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/340.

Council of Science Editors:

Perkins EJ. Effects of Building Features on Seismic Performance. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/340


University of Colorado

9. Espinet Alegre, Xavier. Prioritization Framework for Robust Climate Change Adaptation Investments: Supporting Transport Infrastructure Decision-Making Under Uncertainty.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2015, University of Colorado

  Considering climate change is an imperative for planning, creating and sustaining resilient civil infrastructure systems. However, there exist significant barriers to the understanding and… (more)

Subjects/Keywords: adaptation; climate change; cost-benefit analysis; decision-making; infrastructure; uncertainty; Civil Engineering; Climate; Transportation

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APA (6th Edition):

Espinet Alegre, X. (2015). Prioritization Framework for Robust Climate Change Adaptation Investments: Supporting Transport Infrastructure Decision-Making Under Uncertainty. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/197

Chicago Manual of Style (16th Edition):

Espinet Alegre, Xavier. “Prioritization Framework for Robust Climate Change Adaptation Investments: Supporting Transport Infrastructure Decision-Making Under Uncertainty.” 2015. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/197.

MLA Handbook (7th Edition):

Espinet Alegre, Xavier. “Prioritization Framework for Robust Climate Change Adaptation Investments: Supporting Transport Infrastructure Decision-Making Under Uncertainty.” 2015. Web. 23 Sep 2019.

Vancouver:

Espinet Alegre X. Prioritization Framework for Robust Climate Change Adaptation Investments: Supporting Transport Infrastructure Decision-Making Under Uncertainty. [Internet] [Doctoral dissertation]. University of Colorado; 2015. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/197.

Council of Science Editors:

Espinet Alegre X. Prioritization Framework for Robust Climate Change Adaptation Investments: Supporting Transport Infrastructure Decision-Making Under Uncertainty. [Doctoral Dissertation]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/197


University of Colorado

10. Swanson, Adam Richard. How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos.

Degree: PhD, 2017, University of Colorado

 Africa, and many other developing regions, are moving forward with an electricity program that includes significant amounts of hydropower. While this push to harness river… (more)

Subjects/Keywords: flexible design; hydropower; real options; Civil Engineering

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APA (6th Edition):

Swanson, A. R. (2017). How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos. (Doctoral Dissertation). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/71

Chicago Manual of Style (16th Edition):

Swanson, Adam Richard. “How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos.” 2017. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. http://scholar.colorado.edu/cven_gradetds/71.

MLA Handbook (7th Edition):

Swanson, Adam Richard. “How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos.” 2017. Web. 23 Sep 2019.

Vancouver:

Swanson AR. How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Sep 23]. Available from: http://scholar.colorado.edu/cven_gradetds/71.

Council of Science Editors:

Swanson AR. How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos. [Doctoral Dissertation]. University of Colorado; 2017. Available from: http://scholar.colorado.edu/cven_gradetds/71


University of Colorado

11. Harajli, Ali A. Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks.

Degree: PhD, 2016, University of Colorado

  Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks. This paper covers the development of a new methodology for predicting the… (more)

Subjects/Keywords: composite damage mechanics; corrosion initiation time; diffusivity; multi-layer; random variables; sensitivity analysis; Civil Engineering; Materials Science and Engineering; Physics

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APA (6th Edition):

Harajli, A. A. (2016). Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/426

Chicago Manual of Style (16th Edition):

Harajli, Ali A. “Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks.” 2016. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/426.

MLA Handbook (7th Edition):

Harajli, Ali A. “Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks.” 2016. Web. 23 Sep 2019.

Vancouver:

Harajli AA. Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/426.

Council of Science Editors:

Harajli AA. Modeling of Multi-Layered Protection Systems for Chloride Penetration in Concrete Bridge Decks. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/426


University of Colorado

12. Nguyen, Lan T. Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses.

Degree: PhD, 2014, University of Colorado

  Inspired from the MS thesis that investigated the underlying relationship between the implicit level of risk accepted for natural hazards and the level of… (more)

Subjects/Keywords: confined masonry; experimental; finite element; reliability; shear wall; testing; Civil Engineering; Engineering Mechanics

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APA (6th Edition):

Nguyen, L. T. (2014). Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/436

Chicago Manual of Style (16th Edition):

Nguyen, Lan T. “Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses.” 2014. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/436.

MLA Handbook (7th Edition):

Nguyen, Lan T. “Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses.” 2014. Web. 23 Sep 2019.

Vancouver:

Nguyen LT. Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses. [Internet] [Doctoral dissertation]. University of Colorado; 2014. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/436.

Council of Science Editors:

Nguyen LT. Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses. [Doctoral Dissertation]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/436


University of Colorado

13. DeBock, David Jared. Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment.

Degree: PhD, 2013, University of Colorado

  The essence of performance-based earthquake engineering (PBEE) is to design and assess structures to meet specific performance goals, rather than prescriptive requirements. This thesis… (more)

Subjects/Keywords: accidental torsion; asce 7; earthquake engineering; portfolio loss assessment; seismic risk; spatial correlations; Architectural Engineering; Civil Engineering

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APA (6th Edition):

DeBock, D. J. (2013). Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/463

Chicago Manual of Style (16th Edition):

DeBock, David Jared. “Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment.” 2013. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/463.

MLA Handbook (7th Edition):

DeBock, David Jared. “Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment.” 2013. Web. 23 Sep 2019.

Vancouver:

DeBock DJ. Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/463.

Council of Science Editors:

DeBock DJ. Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/463


University of Colorado

14. Raghunandan, Meera. Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures.

Degree: PhD, 2013, University of Colorado

  This thesis aims to assess the influence of long duration shaking during earthquakes on structural collapse. It is well accepted that ground motion intensity… (more)

Subjects/Keywords: ground motion duration; incremental dynamic analysis; reinforced concrete structures; seismic risk; structural collapse; Architectural Engineering; Civil Engineering

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APA (6th Edition):

Raghunandan, M. (2013). Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/467

Chicago Manual of Style (16th Edition):

Raghunandan, Meera. “Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures.” 2013. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/467.

MLA Handbook (7th Edition):

Raghunandan, Meera. “Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures.” 2013. Web. 23 Sep 2019.

Vancouver:

Raghunandan M. Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/467.

Council of Science Editors:

Raghunandan M. Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/467


University of Colorado

15. Arneson, Erin. Construction Capacity: How Regional Construction Supply Chains Respond to Disruptions.

Degree: PhD, 2018, University of Colorado

  The U.S. construction industry continues to recover from the global economic recession of 2007-2009 but is but is hampered by regional craft labor shortages… (more)

Subjects/Keywords: construction capacity; construction management; disasters; residential; supply chains; Civil Engineering; Construction Engineering and Management

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APA (6th Edition):

Arneson, E. (2018). Construction Capacity: How Regional Construction Supply Chains Respond to Disruptions. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/351

Chicago Manual of Style (16th Edition):

Arneson, Erin. “Construction Capacity: How Regional Construction Supply Chains Respond to Disruptions.” 2018. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/351.

MLA Handbook (7th Edition):

Arneson, Erin. “Construction Capacity: How Regional Construction Supply Chains Respond to Disruptions.” 2018. Web. 23 Sep 2019.

Vancouver:

Arneson E. Construction Capacity: How Regional Construction Supply Chains Respond to Disruptions. [Internet] [Doctoral dissertation]. University of Colorado; 2018. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/351.

Council of Science Editors:

Arneson E. Construction Capacity: How Regional Construction Supply Chains Respond to Disruptions. [Doctoral Dissertation]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/cven_gradetds/351


University of Colorado

16. Fant IV, Charles William. An Assessment of Renewable Energy in Southern Africa: Wind, Solar, Hydro.

Degree: PhD, 2013, University of Colorado

 While electricity demand is rising quickly in the Southern African Power Pool (SAPP), the nations involved struggle to build the necessary infrastructure to meet the… (more)

Subjects/Keywords: africa; climate change; energy; reliability; renewable energy; systems; Civil Engineering; Climate; Power and Energy

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APA (6th Edition):

Fant IV, C. W. (2013). An Assessment of Renewable Energy in Southern Africa: Wind, Solar, Hydro. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/296

Chicago Manual of Style (16th Edition):

Fant IV, Charles William. “An Assessment of Renewable Energy in Southern Africa: Wind, Solar, Hydro.” 2013. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/296.

MLA Handbook (7th Edition):

Fant IV, Charles William. “An Assessment of Renewable Energy in Southern Africa: Wind, Solar, Hydro.” 2013. Web. 23 Sep 2019.

Vancouver:

Fant IV CW. An Assessment of Renewable Energy in Southern Africa: Wind, Solar, Hydro. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/296.

Council of Science Editors:

Fant IV CW. An Assessment of Renewable Energy in Southern Africa: Wind, Solar, Hydro. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/296


University of Colorado

17. Farokhnia, Karim. Nonstructural Vulnerability Functions for Building Categories.

Degree: PhD, 2013, University of Colorado

  Nonstructural building components account for the majority of building construction cost and as a result, their damage in earthquakes can dominate repair costs. The… (more)

Subjects/Keywords: nonstructural; vulnerability; Civil Engineering

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APA (6th Edition):

Farokhnia, K. (2013). Nonstructural Vulnerability Functions for Building Categories. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/299

Chicago Manual of Style (16th Edition):

Farokhnia, Karim. “Nonstructural Vulnerability Functions for Building Categories.” 2013. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/299.

MLA Handbook (7th Edition):

Farokhnia, Karim. “Nonstructural Vulnerability Functions for Building Categories.” 2013. Web. 23 Sep 2019.

Vancouver:

Farokhnia K. Nonstructural Vulnerability Functions for Building Categories. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/299.

Council of Science Editors:

Farokhnia K. Nonstructural Vulnerability Functions for Building Categories. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/299


University of Colorado

18. Liang, Yu-chang. Experimental Study and Theoretical Modeling of Recycled Aggregate Concrete and Evaluation of Long-Term Performance of Reinforced Concrete Bridge Decks.

Degree: PhD, 2012, University of Colorado

  This dissertation covers two themes: one for experimental and theoretical studies of recycled aggregate concrete (RAC) and the other for the performance evaluation of… (more)

Subjects/Keywords: composite damage model; mixing approach; multiscale and multiphase model; surface treatment; Architecture; Civil Engineering

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APA (6th Edition):

Liang, Y. (2012). Experimental Study and Theoretical Modeling of Recycled Aggregate Concrete and Evaluation of Long-Term Performance of Reinforced Concrete Bridge Decks. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/317

Chicago Manual of Style (16th Edition):

Liang, Yu-chang. “Experimental Study and Theoretical Modeling of Recycled Aggregate Concrete and Evaluation of Long-Term Performance of Reinforced Concrete Bridge Decks.” 2012. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/317.

MLA Handbook (7th Edition):

Liang, Yu-chang. “Experimental Study and Theoretical Modeling of Recycled Aggregate Concrete and Evaluation of Long-Term Performance of Reinforced Concrete Bridge Decks.” 2012. Web. 23 Sep 2019.

Vancouver:

Liang Y. Experimental Study and Theoretical Modeling of Recycled Aggregate Concrete and Evaluation of Long-Term Performance of Reinforced Concrete Bridge Decks. [Internet] [Doctoral dissertation]. University of Colorado; 2012. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/317.

Council of Science Editors:

Liang Y. Experimental Study and Theoretical Modeling of Recycled Aggregate Concrete and Evaluation of Long-Term Performance of Reinforced Concrete Bridge Decks. [Doctoral Dissertation]. University of Colorado; 2012. Available from: https://scholar.colorado.edu/cven_gradetds/317


University of Colorado

19. Swanson, Adam Richard. How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos.

Degree: PhD, 2017, University of Colorado

 Africa, and many other developing regions, are moving forward with an electricity program that includes significant amounts of hydropower. While this push to harness river… (more)

Subjects/Keywords: flexible design; hydropower; real options; electricity program; river flows; Civil Engineering; Construction Engineering and Management

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APA (6th Edition):

Swanson, A. R. (2017). How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/399

Chicago Manual of Style (16th Edition):

Swanson, Adam Richard. “How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos.” 2017. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/399.

MLA Handbook (7th Edition):

Swanson, Adam Richard. “How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos.” 2017. Web. 23 Sep 2019.

Vancouver:

Swanson AR. How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/399.

Council of Science Editors:

Swanson AR. How to Model the Value of “Real Options,” as Determined by Flexible Design Principles, for Hydropower Facilities in Developing Nations Given the Uncertainties of Climate Change, Energy Demand, and Cos. [Doctoral Dissertation]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/cven_gradetds/399


University of Colorado

20. Sobin, Nathaniel John. A Methodology for Building Evaluation Capacity in Alternative Fuel Deployment Programs.

Degree: PhD, 2013, University of Colorado

 Many agencies have and continue to deploy alternative fuel (AF) technologies for the on-road transportation sector with the goal of addressing multiple public objectives including… (more)

Subjects/Keywords: alternative fuel; building evaluation capacity; evaluation ambiguity; goal ambiguity; performance measures; Civil Engineering; Power and Energy

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APA (6th Edition):

Sobin, N. J. (2013). A Methodology for Building Evaluation Capacity in Alternative Fuel Deployment Programs. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/285

Chicago Manual of Style (16th Edition):

Sobin, Nathaniel John. “A Methodology for Building Evaluation Capacity in Alternative Fuel Deployment Programs.” 2013. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/285.

MLA Handbook (7th Edition):

Sobin, Nathaniel John. “A Methodology for Building Evaluation Capacity in Alternative Fuel Deployment Programs.” 2013. Web. 23 Sep 2019.

Vancouver:

Sobin NJ. A Methodology for Building Evaluation Capacity in Alternative Fuel Deployment Programs. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/285.

Council of Science Editors:

Sobin NJ. A Methodology for Building Evaluation Capacity in Alternative Fuel Deployment Programs. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/285


University of Colorado

21. Isteita, Moad. Studies of Earthquake Pounding Risk and of Above-Code Seismic Design.

Degree: PhD, 2019, University of Colorado

  This thesis tests three hypotheses: (1) Some US practice to determine the required separation distance to preclude pounding between neighboring buildings is overly conservative.… (more)

Subjects/Keywords: above-code seismic design; benefit-cost analysis; buildings collapse safety; earthquake hazard mitigation; safe structural separation; seismic pounding risk; Civil Engineering

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

APA (6th Edition):

Isteita, M. (2019). Studies of Earthquake Pounding Risk and of Above-Code Seismic Design. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/484

Chicago Manual of Style (16th Edition):

Isteita, Moad. “Studies of Earthquake Pounding Risk and of Above-Code Seismic Design.” 2019. Doctoral Dissertation, University of Colorado. Accessed September 23, 2019. https://scholar.colorado.edu/cven_gradetds/484.

MLA Handbook (7th Edition):

Isteita, Moad. “Studies of Earthquake Pounding Risk and of Above-Code Seismic Design.” 2019. Web. 23 Sep 2019.

Vancouver:

Isteita M. Studies of Earthquake Pounding Risk and of Above-Code Seismic Design. [Internet] [Doctoral dissertation]. University of Colorado; 2019. [cited 2019 Sep 23]. Available from: https://scholar.colorado.edu/cven_gradetds/484.

Council of Science Editors:

Isteita M. Studies of Earthquake Pounding Risk and of Above-Code Seismic Design. [Doctoral Dissertation]. University of Colorado; 2019. Available from: https://scholar.colorado.edu/cven_gradetds/484

.