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You searched for +publisher:"University of Colorado" +contributor:("Abbie Liel"). Showing records 1 – 28 of 28 total matches.

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University of Colorado

1. Glezil, Dorothy Zahara. Overcoming Barriers to High Performance Seismic Design Using Lessons Learned from the Green Building Industry.

Degree: MS, 2013, University of Colorado

  Earthquakes are one of the most destructive natural hazards. A large moment magnitude earthquake may last only a few seconds, but leave communities and… (more)

Subjects/Keywords: LEED; rate of use of buckling restrained braces; rating system; seismic rating system; Engineering

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APA (6th Edition):

Glezil, D. Z. (2013). Overcoming Barriers to High Performance Seismic Design Using Lessons Learned from the Green Building Industry. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/278

Chicago Manual of Style (16th Edition):

Glezil, Dorothy Zahara. “Overcoming Barriers to High Performance Seismic Design Using Lessons Learned from the Green Building Industry.” 2013. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/278.

MLA Handbook (7th Edition):

Glezil, Dorothy Zahara. “Overcoming Barriers to High Performance Seismic Design Using Lessons Learned from the Green Building Industry.” 2013. Web. 15 Nov 2019.

Vancouver:

Glezil DZ. Overcoming Barriers to High Performance Seismic Design Using Lessons Learned from the Green Building Industry. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/278.

Council of Science Editors:

Glezil DZ. Overcoming Barriers to High Performance Seismic Design Using Lessons Learned from the Green Building Industry. [Masters Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/278


University of Colorado

2. Marcilla, Travis A. Techniques for Capturing Force Interactions in Reinforced Concrete Wall-Frame Systems Under Seismic Excitation.

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

  Estimating the lateral yielding strength of a multi-story reinforced concrete wall-frame structure is complex due to the interaction forces between the wall and the… (more)

Subjects/Keywords: force interaction; reinforced concrete; seismic; wall-frame system; yield drift; yield strength; Civil Engineering; Structural Engineering

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APA (6th Edition):

Marcilla, T. A. (2015). Techniques for Capturing Force Interactions in Reinforced Concrete Wall-Frame Systems Under Seismic Excitation. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/138

Chicago Manual of Style (16th Edition):

Marcilla, Travis A. “Techniques for Capturing Force Interactions in Reinforced Concrete Wall-Frame Systems Under Seismic Excitation.” 2015. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/138.

MLA Handbook (7th Edition):

Marcilla, Travis A. “Techniques for Capturing Force Interactions in Reinforced Concrete Wall-Frame Systems Under Seismic Excitation.” 2015. Web. 15 Nov 2019.

Vancouver:

Marcilla TA. Techniques for Capturing Force Interactions in Reinforced Concrete Wall-Frame Systems Under Seismic Excitation. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/138.

Council of Science Editors:

Marcilla TA. Techniques for Capturing Force Interactions in Reinforced Concrete Wall-Frame Systems Under Seismic Excitation. [Masters Thesis]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/138


University of Colorado

3. Bergman, Todd Lee. Integrating Service-Life Modeling and Life-Cycle Assessment for Recycled-Aggregate Concrete.

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

 The development and implementation of one-dimensional (a) analytical and (b) numerical service-life models for chloride-induced corrosion of reinforced concrete containing both recycled-aggregates and supplementary cementitious… (more)

Subjects/Keywords: concrete; LCA; Life Cycle Assessment; recycled aggregates; recycled concrete; service-life modelling; Civil Engineering; Materials Science and Engineering

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APA (6th Edition):

Bergman, T. L. (2015). Integrating Service-Life Modeling and Life-Cycle Assessment for Recycled-Aggregate Concrete. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/195

Chicago Manual of Style (16th Edition):

Bergman, Todd Lee. “Integrating Service-Life Modeling and Life-Cycle Assessment for Recycled-Aggregate Concrete.” 2015. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/195.

MLA Handbook (7th Edition):

Bergman, Todd Lee. “Integrating Service-Life Modeling and Life-Cycle Assessment for Recycled-Aggregate Concrete.” 2015. Web. 15 Nov 2019.

Vancouver:

Bergman TL. Integrating Service-Life Modeling and Life-Cycle Assessment for Recycled-Aggregate Concrete. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/195.

Council of Science Editors:

Bergman TL. Integrating Service-Life Modeling and Life-Cycle Assessment for Recycled-Aggregate Concrete. [Masters Thesis]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/195


University of Colorado

4. Madhusudhanan, Sreenivas. Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges.

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

 In this thesis a capacity spectrum method for hybrid sliding-rocking post-tensioned segmental bridges is proposed. A simplified model and two detailed models are derived for… (more)

Subjects/Keywords: Capacity Spectrum Method; displacement-based design; Segmental column; Seismic design; unbonded post-tensioning; Civil Engineering

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APA (6th Edition):

Madhusudhanan, S. (2016). Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges. (Thesis). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/54

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):

Madhusudhanan, Sreenivas. “Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges.” 2016. Thesis, University of Colorado. Accessed November 15, 2019. http://scholar.colorado.edu/cven_gradetds/54.

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

MLA Handbook (7th Edition):

Madhusudhanan, Sreenivas. “Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges.” 2016. Web. 15 Nov 2019.

Vancouver:

Madhusudhanan S. Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges. [Internet] [Thesis]. University of Colorado; 2016. [cited 2019 Nov 15]. Available from: http://scholar.colorado.edu/cven_gradetds/54.

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

Council of Science Editors:

Madhusudhanan S. Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges. [Thesis]. University of Colorado; 2016. Available from: http://scholar.colorado.edu/cven_gradetds/54

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


University of Colorado

5. Boudaoui, Khalid. Development of Educational Software for the Design of Slender Reinforced Concrete Columns.

Degree: MS, 2013, University of Colorado

  Education of undergraduate students in first class of reinforced concrete design must include design of slender compression members since they are common components in… (more)

Subjects/Keywords: Columns; concrete design; loadings; University of Colorado; software; aci; Civil Engineering; Education; Educational Methods; Higher Education

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APA (6th Edition):

Boudaoui, K. (2013). Development of Educational Software for the Design of Slender Reinforced Concrete Columns. (Masters Thesis). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/22

Chicago Manual of Style (16th Edition):

Boudaoui, Khalid. “Development of Educational Software for the Design of Slender Reinforced Concrete Columns.” 2013. Masters Thesis, University of Colorado. Accessed November 15, 2019. http://scholar.colorado.edu/cven_gradetds/22.

MLA Handbook (7th Edition):

Boudaoui, Khalid. “Development of Educational Software for the Design of Slender Reinforced Concrete Columns.” 2013. Web. 15 Nov 2019.

Vancouver:

Boudaoui K. Development of Educational Software for the Design of Slender Reinforced Concrete Columns. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Nov 15]. Available from: http://scholar.colorado.edu/cven_gradetds/22.

Council of Science Editors:

Boudaoui K. Development of Educational Software for the Design of Slender Reinforced Concrete Columns. [Masters Thesis]. University of Colorado; 2013. Available from: http://scholar.colorado.edu/cven_gradetds/22


University of Colorado

6. 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 November 15, 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. 15 Nov 2019.

Vancouver:

Jackson KA. Probabilistic Models for Uniform and Non-Uniform Snow Loading on Roofs. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. 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

7. 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 November 15, 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. 15 Nov 2019.

Vancouver:

Rein AC. Hazard Analysis of Interdependent Infrastructure: Case Study of the Denver Region. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. 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

8. Segura, Christopher L. Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code.

Degree: MS, 2011, University of Colorado

  Numerical simulation tools capable of modeling nonlinear material and geometric behavior are important to structural engineers concerned with approximating the strength and deformation capacity… (more)

Subjects/Keywords: finite element; graphical user interface; lumped plasticity; mercury; nonlinear structural analysis; object oriented MATLAB; Civil Engineering

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APA (6th Edition):

Segura, C. L. (2011). Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/237

Chicago Manual of Style (16th Edition):

Segura, Christopher L. “Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code.” 2011. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/237.

MLA Handbook (7th Edition):

Segura, Christopher L. “Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code.” 2011. Web. 15 Nov 2019.

Vancouver:

Segura CL. Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/237.

Council of Science Editors:

Segura CL. Implementation of Lumped Plasticity Models and Developments in an Object Oriented Nonlinear Finite Element Code. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/237


University of Colorado

9. Allen, Graham Thomsen Russell. Strength Properties of Stabilized Compressed Earth Blocks with Varying Soil Compositions.

Degree: MS, 2011, University of Colorado

  Stabilized compressed earth blocks (SCEBs) are a historic masonry building material, which now has an increasing appeal to the sustainable building community. SCEBs offer… (more)

Subjects/Keywords: clay-to-sand ratio; full scale shear testing; in-situ shear testing; moisture content; shear testing; stabilized compressed earth block; Civil Engineering; Materials Science and Engineering; Soil Science

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APA (6th Edition):

Allen, G. T. R. (2011). Strength Properties of Stabilized Compressed Earth Blocks with Varying Soil Compositions. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/239

Chicago Manual of Style (16th Edition):

Allen, Graham Thomsen Russell. “Strength Properties of Stabilized Compressed Earth Blocks with Varying Soil Compositions.” 2011. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/239.

MLA Handbook (7th Edition):

Allen, Graham Thomsen Russell. “Strength Properties of Stabilized Compressed Earth Blocks with Varying Soil Compositions.” 2011. Web. 15 Nov 2019.

Vancouver:

Allen GTR. Strength Properties of Stabilized Compressed Earth Blocks with Varying Soil Compositions. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/239.

Council of Science Editors:

Allen GTR. Strength Properties of Stabilized Compressed Earth Blocks with Varying Soil Compositions. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/239


University of Colorado

10. 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 November 15, 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. 15 Nov 2019.

Vancouver:

Oliver DE. Risk Perception and Effective Communication of Consequences for US Natural Hazards. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Nov 15]. 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

11. Georg, Ryan. Historical Analysis of Arches and Modern Shells.

Degree: MS, 2014, University of Colorado

  Prior 20th century, the study of masonry arches and domes consumed years of work with some of the greatest minds in history. However, with… (more)

Subjects/Keywords: masonry arch design; geometric design; wedge theory; line of thrust; ultimate load theorem; equilibrium; compatibility; stress-strainrelationships; Civil Engineering

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APA (6th Edition):

Georg, R. (2014). Historical Analysis of Arches and Modern Shells. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/117

Chicago Manual of Style (16th Edition):

Georg, Ryan. “Historical Analysis of Arches and Modern Shells.” 2014. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/117.

MLA Handbook (7th Edition):

Georg, Ryan. “Historical Analysis of Arches and Modern Shells.” 2014. Web. 15 Nov 2019.

Vancouver:

Georg R. Historical Analysis of Arches and Modern Shells. [Internet] [Masters thesis]. University of Colorado; 2014. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/117.

Council of Science Editors:

Georg R. Historical Analysis of Arches and Modern Shells. [Masters Thesis]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/117


University of Colorado

12. Bonstrom, Holly Lynn. Overcoming Public and Political Challenges for Natural Hazard Risk Investment Decisions.

Degree: MS, 2011, University of Colorado

 The cost of natural disasters continues to rise around the world, in part due to the direct and indirect effects of population growth, urbanization, and… (more)

Subjects/Keywords: natural hazard risk; natural hazards; public involvement; retrofit; risk mitigation; structures; Civil Engineering

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APA (6th Edition):

Bonstrom, H. L. (2011). Overcoming Public and Political Challenges for Natural Hazard Risk Investment Decisions. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/205

Chicago Manual of Style (16th Edition):

Bonstrom, Holly Lynn. “Overcoming Public and Political Challenges for Natural Hazard Risk Investment Decisions.” 2011. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/205.

MLA Handbook (7th Edition):

Bonstrom, Holly Lynn. “Overcoming Public and Political Challenges for Natural Hazard Risk Investment Decisions.” 2011. Web. 15 Nov 2019.

Vancouver:

Bonstrom HL. Overcoming Public and Political Challenges for Natural Hazard Risk Investment Decisions. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/205.

Council of Science Editors:

Bonstrom HL. Overcoming Public and Political Challenges for Natural Hazard Risk Investment Decisions. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/205


University of Colorado

13. Krosnowski, Adam Davis. A Proposed Best Practice Method of Defining a Standard of Care for Stabilized Compressed Earthen Block Production.

Degree: MS, 2011, University of Colorado

 Earthen building has evolved with mankind and creates housing opportunities world-wide. Building with stabilized compressed earthen blocks (SCEBs) is becoming more popular due to the… (more)

Subjects/Keywords: affordable housing; compressed earth blocks; earthen building; phase change material; sustainable building; Civil Engineering

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APA (6th Edition):

Krosnowski, A. D. (2011). A Proposed Best Practice Method of Defining a Standard of Care for Stabilized Compressed Earthen Block Production. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/213

Chicago Manual of Style (16th Edition):

Krosnowski, Adam Davis. “A Proposed Best Practice Method of Defining a Standard of Care for Stabilized Compressed Earthen Block Production.” 2011. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/213.

MLA Handbook (7th Edition):

Krosnowski, Adam Davis. “A Proposed Best Practice Method of Defining a Standard of Care for Stabilized Compressed Earthen Block Production.” 2011. Web. 15 Nov 2019.

Vancouver:

Krosnowski AD. A Proposed Best Practice Method of Defining a Standard of Care for Stabilized Compressed Earthen Block Production. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/213.

Council of Science Editors:

Krosnowski AD. A Proposed Best Practice Method of Defining a Standard of Care for Stabilized Compressed Earthen Block Production. [Masters Thesis]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/213


University of Colorado

14. Gallaher, Benjamin Lee. Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks.

Degree: ME, 2013, University of Colorado

 Chemical attack from chlorides, exposure to severe environmental conditions, and wearing from direct traffic loading causes highway bridge decks to deteriorate the fastest among all… (more)

Subjects/Keywords: concrete bridge decks; polymer overlay; thin bonded overlay; topical protection; protective system; Architectural Engineering; Civil Engineering

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APA (6th Edition):

Gallaher, B. L. (2013). Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks. (Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/449

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):

Gallaher, Benjamin Lee. “Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks.” 2013. Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/449.

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

MLA Handbook (7th Edition):

Gallaher, Benjamin Lee. “Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks.” 2013. Web. 15 Nov 2019.

Vancouver:

Gallaher BL. Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks. [Internet] [Thesis]. University of Colorado; 2013. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/449.

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

Council of Science Editors:

Gallaher BL. Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks. [Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/449

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


University of Colorado

15. Ballent, Wendy Jean. Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking.

Degree: MS, 2018, University of Colorado

 This thesis explores the different mathematical frameworks that have been used in risk assessment, with an emphasis on Dempster-Shafer Evidence Theory and the applicability in… (more)

Subjects/Keywords: dempster shafer theory; evidence theory; post seismic analysis; structural damage assessment; structural engineering; Civil Engineering; Structural Engineering

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APA (6th Edition):

Ballent, W. J. (2018). Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/370

Chicago Manual of Style (16th Edition):

Ballent, Wendy Jean. “Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking.” 2018. Masters Thesis, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/370.

MLA Handbook (7th Edition):

Ballent, Wendy Jean. “Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking.” 2018. Web. 15 Nov 2019.

Vancouver:

Ballent WJ. Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking. [Internet] [Masters thesis]. University of Colorado; 2018. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/370.

Council of Science Editors:

Ballent WJ. Dempster-Shafer Theory Applications in Structural Damage Assessment and Social Vulnerability Ranking. [Masters Thesis]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/cven_gradetds/370


University of Colorado

16. 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 November 15, 2019. https://scholar.colorado.edu/cven_gradetds/340.

MLA Handbook (7th Edition):

Perkins, Elizabeth J. “Effects of Building Features on Seismic Performance.” 2011. Web. 15 Nov 2019.

Vancouver:

Perkins EJ. Effects of Building Features on Seismic Performance. [Internet] [Masters thesis]. University of Colorado; 2011. [cited 2019 Nov 15]. 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

17. Opdyke, Aaron Alexander. Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training.

Degree: PhD, 2017, University of Colorado

  Sustainable infrastructure that is used and maintained by communities over time, and resilient to hazards, is sorely needed in developing countries where natural disasters… (more)

Subjects/Keywords: disaster recovery; Haiyan; humanitarian response; Philippines; qualitative comparative analysis; shelter; Civil Engineering; Communication; Emergency and Disaster Management

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APA (6th Edition):

Opdyke, A. A. (2017). Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/80

Chicago Manual of Style (16th Edition):

Opdyke, Aaron Alexander. “Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training.” 2017. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/80.

MLA Handbook (7th Edition):

Opdyke, Aaron Alexander. “Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training.” 2017. Web. 15 Nov 2019.

Vancouver:

Opdyke AA. Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/80.

Council of Science Editors:

Opdyke AA. Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training. [Doctoral Dissertation]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/cven_gradetds/80


University of Colorado

18. Gillis, Kenneth Miles. Seismic Response of Shallow Underground Structures in Dense Urban Environments.

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

  Shallow underground structures used for public transportation are a key component of sustainable cities. In dense urban environments, underground structures are often built near… (more)

Subjects/Keywords: centrifuge; earthquake; seismic; SSI; tunnel; underground; Civil Engineering; Geophysics and Seismology

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APA (6th Edition):

Gillis, K. M. (2015). Seismic Response of Shallow Underground Structures in Dense Urban Environments. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/184

Chicago Manual of Style (16th Edition):

Gillis, Kenneth Miles. “Seismic Response of Shallow Underground Structures in Dense Urban Environments.” 2015. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/184.

MLA Handbook (7th Edition):

Gillis, Kenneth Miles. “Seismic Response of Shallow Underground Structures in Dense Urban Environments.” 2015. Web. 15 Nov 2019.

Vancouver:

Gillis KM. Seismic Response of Shallow Underground Structures in Dense Urban Environments. [Internet] [Doctoral dissertation]. University of Colorado; 2015. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/184.

Council of Science Editors:

Gillis KM. Seismic Response of Shallow Underground Structures in Dense Urban Environments. [Doctoral Dissertation]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/184


University of Colorado

19. Karimi, Zana. Seismic Performance of Shallow-Founded Structures on Liquefiable Ground: an Experimental and Numerical Study.

Degree: PhD, 2016, University of Colorado

  Recent earthquakes have shown that even buildings designed according to local seismic regulations may suffer damage due to liquefaction. This is because the mechanisms… (more)

Subjects/Keywords: centrifuge; intensity measure; liquefaction; numerical simulation; shallow foundation; soil-foundation-structure interaction; Civil Engineering; Environmental Engineering

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APA (6th Edition):

Karimi, Z. (2016). Seismic Performance of Shallow-Founded Structures on Liquefiable Ground: an Experimental and Numerical Study. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/442

Chicago Manual of Style (16th Edition):

Karimi, Zana. “Seismic Performance of Shallow-Founded Structures on Liquefiable Ground: an Experimental and Numerical Study.” 2016. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/442.

MLA Handbook (7th Edition):

Karimi, Zana. “Seismic Performance of Shallow-Founded Structures on Liquefiable Ground: an Experimental and Numerical Study.” 2016. Web. 15 Nov 2019.

Vancouver:

Karimi Z. Seismic Performance of Shallow-Founded Structures on Liquefiable Ground: an Experimental and Numerical Study. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/442.

Council of Science Editors:

Karimi Z. Seismic Performance of Shallow-Founded Structures on Liquefiable Ground: an Experimental and Numerical Study. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/442


University of Colorado

20. Bonstrom, Holly Lynn. A First-Order Reliability Approach to Building Portfolio Loss Estimation and Mitigation Prioritization.

Degree: PhD, 2013, University of Colorado

  The prediction of future losses from earthquake events and other natural hazards is of importance to community developers, insurance entities, political organizations and many… (more)

Subjects/Keywords: earthquake; loss estimation; portfolio; reliability; resilience; retrofit; Civil Engineering; Environmental Sciences

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APA (6th Edition):

Bonstrom, H. L. (2013). A First-Order Reliability Approach to Building Portfolio Loss Estimation and Mitigation Prioritization. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/457

Chicago Manual of Style (16th Edition):

Bonstrom, Holly Lynn. “A First-Order Reliability Approach to Building Portfolio Loss Estimation and Mitigation Prioritization.” 2013. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/457.

MLA Handbook (7th Edition):

Bonstrom, Holly Lynn. “A First-Order Reliability Approach to Building Portfolio Loss Estimation and Mitigation Prioritization.” 2013. Web. 15 Nov 2019.

Vancouver:

Bonstrom HL. A First-Order Reliability Approach to Building Portfolio Loss Estimation and Mitigation Prioritization. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/457.

Council of Science Editors:

Bonstrom HL. A First-Order Reliability Approach to Building Portfolio Loss Estimation and Mitigation Prioritization. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/457


University of Colorado

21. 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 November 15, 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. 15 Nov 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 Nov 15]. 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

22. Canney, Nathan. Assessing Engineering Students' Understanding of Personal and Professional Social Responsibility.

Degree: PhD, 2013, University of Colorado

  Many groups within the engineering community have recognized the need for more diversity in the engineering profession and for more holistic engineers to develop… (more)

Subjects/Keywords: engineering; engineering education; ethic of care; service learning; social responsibility; Civil Engineering; Engineering; Environmental Engineering

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APA (6th Edition):

Canney, N. (2013). Assessing Engineering Students' Understanding of Personal and Professional Social Responsibility. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/279

Chicago Manual of Style (16th Edition):

Canney, Nathan. “Assessing Engineering Students' Understanding of Personal and Professional Social Responsibility.” 2013. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/279.

MLA Handbook (7th Edition):

Canney, Nathan. “Assessing Engineering Students' Understanding of Personal and Professional Social Responsibility.” 2013. Web. 15 Nov 2019.

Vancouver:

Canney N. Assessing Engineering Students' Understanding of Personal and Professional Social Responsibility. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/279.

Council of Science Editors:

Canney N. Assessing Engineering Students' Understanding of Personal and Professional Social Responsibility. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/279


University of Colorado

23. 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 November 15, 2019. https://scholar.colorado.edu/cven_gradetds/299.

MLA Handbook (7th Edition):

Farokhnia, Karim. “Nonstructural Vulnerability Functions for Building Categories.” 2013. Web. 15 Nov 2019.

Vancouver:

Farokhnia K. Nonstructural Vulnerability Functions for Building Categories. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Nov 15]. 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

24. Opdyke, Aaron Alexander. Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training.

Degree: PhD, 2017, University of Colorado

 Sustainable infrastructure that is used and maintained by communities over time, and resilient to hazards, is sorely needed in developing countries where natural disasters cause… (more)

Subjects/Keywords: disaster recovery; haiyan; humanitarian response; philippines; qualitative comparative analysis; shelter; Civil Engineering; Communication; Construction Engineering and Management

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APA (6th Edition):

Opdyke, A. A. (2017). Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/378

Chicago Manual of Style (16th Edition):

Opdyke, Aaron Alexander. “Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training.” 2017. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/378.

MLA Handbook (7th Edition):

Opdyke, Aaron Alexander. “Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training.” 2017. Web. 15 Nov 2019.

Vancouver:

Opdyke AA. Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training. [Internet] [Doctoral dissertation]. University of Colorado; 2017. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/378.

Council of Science Editors:

Opdyke AA. Resilient and Sustainable Infrastructure Systems: a Comparative Analysis of Post-Disaster Shelter Coordination, Stakeholder Participation, and Training. [Doctoral Dissertation]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/cven_gradetds/378


University of Colorado

25. Ramirez Calderon, Jenny Zulay. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests.

Degree: PhD, 2019, University of Colorado

  A series of dynamic centrifuge experiments involving soil-foundation-mitigation-structure (SFMS) interaction on liquefiable soils are used to evaluate the ability of state-of-the-art numerical modeling in… (more)

Subjects/Keywords: centrifuge modeling; finite element analysis; liquefaction; soil constitutive models; soil-foundation-structure interaction; Civil Engineering

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APA (6th Edition):

Ramirez Calderon, J. Z. (2019). Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/490

Chicago Manual of Style (16th Edition):

Ramirez Calderon, Jenny Zulay. “Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests.” 2019. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/490.

MLA Handbook (7th Edition):

Ramirez Calderon, Jenny Zulay. “Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests.” 2019. Web. 15 Nov 2019.

Vancouver:

Ramirez Calderon JZ. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests. [Internet] [Doctoral dissertation]. University of Colorado; 2019. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/490.

Council of Science Editors:

Ramirez Calderon JZ. Performance of Inelastic Structures on Mitigated and Unmitigated Liquefiable Soils: Evaluation of Numerical Simulations with Centrifuge Tests. [Doctoral Dissertation]. University of Colorado; 2019. Available from: https://scholar.colorado.edu/cven_gradetds/490


University of Colorado

26. Musiket, Kamtornkiat. Mechanical Properties of Recycled Aggregate Concrete Under Different Loading Rates.

Degree: PhD, 2014, University of Colorado

 This dissertation is an extensive experimental, theoretical, and numerical study on mechanical properties of Recycled Aggregate Concrete (RAC). Fracture properties of RAC at different loading… (more)

Subjects/Keywords: elastic modulus of concrete; extended finite element; multiphase composite model; recycled aggregate concrete; strain rate effect; viscoelastic model; Civil Engineering

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APA (6th Edition):

Musiket, K. (2014). Mechanical Properties of Recycled Aggregate Concrete Under Different Loading Rates. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/123

Chicago Manual of Style (16th Edition):

Musiket, Kamtornkiat. “Mechanical Properties of Recycled Aggregate Concrete Under Different Loading Rates.” 2014. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/123.

MLA Handbook (7th Edition):

Musiket, Kamtornkiat. “Mechanical Properties of Recycled Aggregate Concrete Under Different Loading Rates.” 2014. Web. 15 Nov 2019.

Vancouver:

Musiket K. Mechanical Properties of Recycled Aggregate Concrete Under Different Loading Rates. [Internet] [Doctoral dissertation]. University of Colorado; 2014. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/123.

Council of Science Editors:

Musiket K. Mechanical Properties of Recycled Aggregate Concrete Under Different Loading Rates. [Doctoral Dissertation]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/123


University of Colorado

27. Khosravi, Ali. Small Strain Shear Modulus of Unsaturated, Compacted Soils During Hydraulic Hysteresis.

Degree: PhD, 2011, University of Colorado

  A semi-empirical model was developed in this study to predict the impact of effective stress state and hydraulic hysteresis on the small strain shear… (more)

Subjects/Keywords: soil water retention; Civil Engineering

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APA (6th Edition):

Khosravi, A. (2011). Small Strain Shear Modulus of Unsaturated, Compacted Soils During Hydraulic Hysteresis. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/203

Chicago Manual of Style (16th Edition):

Khosravi, Ali. “Small Strain Shear Modulus of Unsaturated, Compacted Soils During Hydraulic Hysteresis.” 2011. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/203.

MLA Handbook (7th Edition):

Khosravi, Ali. “Small Strain Shear Modulus of Unsaturated, Compacted Soils During Hydraulic Hysteresis.” 2011. Web. 15 Nov 2019.

Vancouver:

Khosravi A. Small Strain Shear Modulus of Unsaturated, Compacted Soils During Hydraulic Hysteresis. [Internet] [Doctoral dissertation]. University of Colorado; 2011. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/203.

Council of Science Editors:

Khosravi A. Small Strain Shear Modulus of Unsaturated, Compacted Soils During Hydraulic Hysteresis. [Doctoral Dissertation]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/203


University of Colorado

28. Badanagki, Mahir A. Centrifuge Modeling of Dense Granular Columns in Layered Liquefiable Soils with Varying Stratigraphy and Overlying Structures.

Degree: PhD, 2019, University of Colorado

  Soil liquefaction and ground failure have been a major source of damage to slopes, embankments, and structures during previous earthquakes. The risk of liquefaction… (more)

Subjects/Keywords: centrifuge modeling; granular columns; gravel columns; lateral spreading; liquefaction; stone columns; Civil Engineering; Geological Engineering; Soil Science

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APA (6th Edition):

Badanagki, M. A. (2019). Centrifuge Modeling of Dense Granular Columns in Layered Liquefiable Soils with Varying Stratigraphy and Overlying Structures. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/486

Chicago Manual of Style (16th Edition):

Badanagki, Mahir A. “Centrifuge Modeling of Dense Granular Columns in Layered Liquefiable Soils with Varying Stratigraphy and Overlying Structures.” 2019. Doctoral Dissertation, University of Colorado. Accessed November 15, 2019. https://scholar.colorado.edu/cven_gradetds/486.

MLA Handbook (7th Edition):

Badanagki, Mahir A. “Centrifuge Modeling of Dense Granular Columns in Layered Liquefiable Soils with Varying Stratigraphy and Overlying Structures.” 2019. Web. 15 Nov 2019.

Vancouver:

Badanagki MA. Centrifuge Modeling of Dense Granular Columns in Layered Liquefiable Soils with Varying Stratigraphy and Overlying Structures. [Internet] [Doctoral dissertation]. University of Colorado; 2019. [cited 2019 Nov 15]. Available from: https://scholar.colorado.edu/cven_gradetds/486.

Council of Science Editors:

Badanagki MA. Centrifuge Modeling of Dense Granular Columns in Layered Liquefiable Soils with Varying Stratigraphy and Overlying Structures. [Doctoral Dissertation]. University of Colorado; 2019. Available from: https://scholar.colorado.edu/cven_gradetds/486

.