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You searched for +publisher:"University of Colorado" +contributor:("Petros Sideris"). Showing records 1 – 15 of 15 total matches.

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University of Colorado

1. 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 May 11, 2021. 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. 11 May 2021.

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 2021 May 11]. 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

2. Conroy, Gregory C. Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation.

Degree: MS, 2017, University of Colorado

 With the changing climate coupled with the limited supply of fossil fuels available for global energy use, much research has been done to develop innovative… (more)

Subjects/Keywords: energy harvesting; seismic loading; structural dynamics; tall buildings; wind loading; Engineering; Power and Energy

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APA (6th Edition):

Conroy, G. C. (2017). Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/396

Chicago Manual of Style (16th Edition):

Conroy, Gregory C. “Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation.” 2017. Masters Thesis, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/396.

MLA Handbook (7th Edition):

Conroy, Gregory C. “Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation.” 2017. Web. 11 May 2021.

Vancouver:

Conroy GC. Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation. [Internet] [Masters thesis]. University of Colorado; 2017. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/396.

Council of Science Editors:

Conroy GC. Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation. [Masters Thesis]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/cven_gradetds/396


University of Colorado

3. 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 May 11, 2021. https://scholar.colorado.edu/cven_gradetds/424.

MLA Handbook (7th Edition):

Bowman, Brandon William. “Modeling of Post-Tensioned Rocking Bridge Columns.” 2016. Web. 11 May 2021.

Vancouver:

Bowman BW. Modeling of Post-Tensioned Rocking Bridge Columns. [Internet] [Masters thesis]. University of Colorado; 2016. [cited 2021 May 11]. 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

4. Lin, Yolanda Chia-Yi. Development and Illustration of a Risk-Based Framework for Use by the Colorado Department of Transportation for Built Facilities.

Degree: MS, 2014, University of Colorado

 This thesis develops a methodology for CDOT to use in the risk analysis of various types of facilities and provides illustrative examples for the use… (more)

Subjects/Keywords: colorado department of transportation; low seismic region bridge design; risk-based framework; signal mast arm maintenance; assessment; Civil Engineering; Environmental Engineering

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APA (6th Edition):

Lin, Y. C. (2014). Development and Illustration of a Risk-Based Framework for Use by the Colorado Department of Transportation for Built Facilities. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/444

Chicago Manual of Style (16th Edition):

Lin, Yolanda Chia-Yi. “Development and Illustration of a Risk-Based Framework for Use by the Colorado Department of Transportation for Built Facilities.” 2014. Masters Thesis, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/444.

MLA Handbook (7th Edition):

Lin, Yolanda Chia-Yi. “Development and Illustration of a Risk-Based Framework for Use by the Colorado Department of Transportation for Built Facilities.” 2014. Web. 11 May 2021.

Vancouver:

Lin YC. Development and Illustration of a Risk-Based Framework for Use by the Colorado Department of Transportation for Built Facilities. [Internet] [Masters thesis]. University of Colorado; 2014. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/444.

Council of Science Editors:

Lin YC. Development and Illustration of a Risk-Based Framework for Use by the Colorado Department of Transportation for Built Facilities. [Masters Thesis]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/444


University of Colorado

5. 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 May 11, 2021. 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. 11 May 2021.

Vancouver:

Gallaher BL. Evaluation of Thin Bonded Overlays as a Protective System for Highway Bridge Decks. [Internet] [Thesis]. University of Colorado; 2013. [cited 2021 May 11]. 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

6. 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 https://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 May 11, 2021. https://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. 11 May 2021.

Vancouver:

Madhusudhanan S. Capacity Spectrum Design Approach for Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges. [Internet] [Thesis]. University of Colorado; 2016. [cited 2021 May 11]. Available from: https://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: https://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

7. Conroy, Gregory C. Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation.

Degree: MS, Civil, Environmental & Architectural Engineering, 2017, University of Colorado

 With the changing climate coupled with the limited supply of fossil fuels available for global energy use, much research has been done to develop innovative… (more)

Subjects/Keywords: energy harvesting; seismic loading; structural dynamics; tall buildings; wind loading; Energy Systems; Environmental Engineering

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APA (6th Edition):

Conroy, G. C. (2017). Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/87

Chicago Manual of Style (16th Edition):

Conroy, Gregory C. “Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation.” 2017. Masters Thesis, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/87.

MLA Handbook (7th Edition):

Conroy, Gregory C. “Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation.” 2017. Web. 11 May 2021.

Vancouver:

Conroy GC. Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation. [Internet] [Masters thesis]. University of Colorado; 2017. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/87.

Council of Science Editors:

Conroy GC. Design of Structures for Wind Vibration Energy Harvesting and Seismic Vibration Mitigation. [Masters Thesis]. University of Colorado; 2017. Available from: https://scholar.colorado.edu/cven_gradetds/87


University of Colorado

8. Hinchcliffe, Sean A. Feasibility Study of Prestressed Natural Fiber-Reinforced Polylactic Acid (PLA) Composite Materials.

Degree: MS, 2015, University of Colorado

 The feasibility of manufacturing high-performance, prestressed natural-fiber reinforced biopolymer composites is demonstrated in this work. The objective of this study was to illustrate that the… (more)

Subjects/Keywords: 3D printing; biopolymer; composites; natural fiber; polylactic acid; prestressing; Civil Engineering; Materials Science and Engineering; Polymer Science

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APA (6th Edition):

Hinchcliffe, S. A. (2015). Feasibility Study of Prestressed Natural Fiber-Reinforced Polylactic Acid (PLA) Composite Materials. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/140

Chicago Manual of Style (16th Edition):

Hinchcliffe, Sean A. “Feasibility Study of Prestressed Natural Fiber-Reinforced Polylactic Acid (PLA) Composite Materials.” 2015. Masters Thesis, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/140.

MLA Handbook (7th Edition):

Hinchcliffe, Sean A. “Feasibility Study of Prestressed Natural Fiber-Reinforced Polylactic Acid (PLA) Composite Materials.” 2015. Web. 11 May 2021.

Vancouver:

Hinchcliffe SA. Feasibility Study of Prestressed Natural Fiber-Reinforced Polylactic Acid (PLA) Composite Materials. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/140.

Council of Science Editors:

Hinchcliffe SA. Feasibility Study of Prestressed Natural Fiber-Reinforced Polylactic Acid (PLA) Composite Materials. [Masters Thesis]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/140


University of Colorado

9. Wang, Yao. The Effect of Temperature on Moisture Transfer in Concrete.

Degree: MS, 2014, University of Colorado

  Moisture transfer is a major concern for predicting the durability and serviceability of concrete. To predict moisture transfer in concrete, one should not only… (more)

Subjects/Keywords: moisture; Soret Effect; temperature; Civil Engineering; Engineering Science and Materials

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APA (6th Edition):

Wang, Y. (2014). The Effect of Temperature on Moisture Transfer in Concrete. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/156

Chicago Manual of Style (16th Edition):

Wang, Yao. “The Effect of Temperature on Moisture Transfer in Concrete.” 2014. Masters Thesis, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/156.

MLA Handbook (7th Edition):

Wang, Yao. “The Effect of Temperature on Moisture Transfer in Concrete.” 2014. Web. 11 May 2021.

Vancouver:

Wang Y. The Effect of Temperature on Moisture Transfer in Concrete. [Internet] [Masters thesis]. University of Colorado; 2014. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/156.

Council of Science Editors:

Wang Y. The Effect of Temperature on Moisture Transfer in Concrete. [Masters Thesis]. University of Colorado; 2014. Available from: https://scholar.colorado.edu/cven_gradetds/156


University of Colorado

10. Hess, Kristen. Mechanical and Moisture Absorption Properties of Biobased Gelatin Films and Composites for Construction Applications.

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

  This study concerns the development of gelatin-based resins with improved moisture resistance and the integration of the developed resins into biobased composites for construction… (more)

Subjects/Keywords: Moisture resistant films; FRP; Woven fabric; Civil Engineering; Materials Science and Engineering

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APA (6th Edition):

Hess, K. (2015). Mechanical and Moisture Absorption Properties of Biobased Gelatin Films and Composites for Construction Applications. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/25

Chicago Manual of Style (16th Edition):

Hess, Kristen. “Mechanical and Moisture Absorption Properties of Biobased Gelatin Films and Composites for Construction Applications.” 2015. Masters Thesis, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/25.

MLA Handbook (7th Edition):

Hess, Kristen. “Mechanical and Moisture Absorption Properties of Biobased Gelatin Films and Composites for Construction Applications.” 2015. Web. 11 May 2021.

Vancouver:

Hess K. Mechanical and Moisture Absorption Properties of Biobased Gelatin Films and Composites for Construction Applications. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/25.

Council of Science Editors:

Hess K. Mechanical and Moisture Absorption Properties of Biobased Gelatin Films and Composites for Construction Applications. [Masters Thesis]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/25


University of Colorado

11. Chase, Robert Edward. Structural Response and Risk Considering Regional Ground Motion Characteristics.

Degree: PhD, 2018, University of Colorado

  Regions of the U.S. have different tectonic environments and, correspondingly, seismic ground motion characteristics can vary significantly across the country. Structures’ seismic risk depends… (more)

Subjects/Keywords: ground motion; induced earthquakes; light-frame wood construction; risk; seismic hazard; structural response; Civil Engineering; Environmental Engineering

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APA (6th Edition):

Chase, R. E. (2018). Structural Response and Risk Considering Regional Ground Motion Characteristics. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/419

Chicago Manual of Style (16th Edition):

Chase, Robert Edward. “Structural Response and Risk Considering Regional Ground Motion Characteristics.” 2018. Doctoral Dissertation, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/419.

MLA Handbook (7th Edition):

Chase, Robert Edward. “Structural Response and Risk Considering Regional Ground Motion Characteristics.” 2018. Web. 11 May 2021.

Vancouver:

Chase RE. Structural Response and Risk Considering Regional Ground Motion Characteristics. [Internet] [Doctoral dissertation]. University of Colorado; 2018. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/419.

Council of Science Editors:

Chase RE. Structural Response and Risk Considering Regional Ground Motion Characteristics. [Doctoral Dissertation]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/cven_gradetds/419


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 May 11, 2021. 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. 11 May 2021.

Vancouver:

Nguyen LT. Confined Masonry: Theoretical Fundamentals, Experimental Test, Finite Element Models, and Future Uses. [Internet] [Doctoral dissertation]. University of Colorado; 2014. [cited 2021 May 11]. 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. Olarte, Juan Carlos. Influence of Ground Densification with Drainage Control on the Performance of Structures on Liquefiable Ground.

Degree: PhD, 2018, University of Colorado

  Significant progress has been made in recent years toward a better understanding of liquefaction and its consequences on structures. Several techniques have been developed… (more)

Subjects/Keywords: liquefaction; densification; soil; flow; ground motion; Engineering

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APA (6th Edition):

Olarte, J. C. (2018). Influence of Ground Densification with Drainage Control on the Performance of Structures on Liquefiable Ground. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/167

Chicago Manual of Style (16th Edition):

Olarte, Juan Carlos. “Influence of Ground Densification with Drainage Control on the Performance of Structures on Liquefiable Ground.” 2018. Doctoral Dissertation, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/167.

MLA Handbook (7th Edition):

Olarte, Juan Carlos. “Influence of Ground Densification with Drainage Control on the Performance of Structures on Liquefiable Ground.” 2018. Web. 11 May 2021.

Vancouver:

Olarte JC. Influence of Ground Densification with Drainage Control on the Performance of Structures on Liquefiable Ground. [Internet] [Doctoral dissertation]. University of Colorado; 2018. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/167.

Council of Science Editors:

Olarte JC. Influence of Ground Densification with Drainage Control on the Performance of Structures on Liquefiable Ground. [Doctoral Dissertation]. University of Colorado; 2018. Available from: https://scholar.colorado.edu/cven_gradetds/167


University of Colorado

14. Shanina, Mahmud Mousa. Assessment of Anisotropy Effects on the Thermal Volume Change of Unsaturated Bonny Silt Using a Thermo-Hydro-Mechanical True-Triaxial Cell.

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

  A technique used to improve the energy efficiency of heat pumps for building heating and cooling systems is to embed closed-loop heat exchangers into… (more)

Subjects/Keywords: THM; thermo-hydro-mechanical; anisotropy; soil compaction process; building foundations; isotrophic tests; energy efficiency; Engineering

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APA (6th Edition):

Shanina, M. M. (2015). Assessment of Anisotropy Effects on the Thermal Volume Change of Unsaturated Bonny Silt Using a Thermo-Hydro-Mechanical True-Triaxial Cell. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/192

Chicago Manual of Style (16th Edition):

Shanina, Mahmud Mousa. “Assessment of Anisotropy Effects on the Thermal Volume Change of Unsaturated Bonny Silt Using a Thermo-Hydro-Mechanical True-Triaxial Cell.” 2015. Doctoral Dissertation, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/192.

MLA Handbook (7th Edition):

Shanina, Mahmud Mousa. “Assessment of Anisotropy Effects on the Thermal Volume Change of Unsaturated Bonny Silt Using a Thermo-Hydro-Mechanical True-Triaxial Cell.” 2015. Web. 11 May 2021.

Vancouver:

Shanina MM. Assessment of Anisotropy Effects on the Thermal Volume Change of Unsaturated Bonny Silt Using a Thermo-Hydro-Mechanical True-Triaxial Cell. [Internet] [Doctoral dissertation]. University of Colorado; 2015. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/192.

Council of Science Editors:

Shanina MM. Assessment of Anisotropy Effects on the Thermal Volume Change of Unsaturated Bonny Silt Using a Thermo-Hydro-Mechanical True-Triaxial Cell. [Doctoral Dissertation]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/192


University of Colorado

15. Harrington, Cody Conroy. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.

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

  Performance-based earthquake engineering (PBEE) provides a framework to quantitatively assess the seismic risks to buildings and explicitly consider building seismic performance in the design… (more)

Subjects/Keywords: Earthquake Engineering; PBEE; Performance based design; Seismic Retrofit; vertical ground motions; Construction Engineering

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APA (6th Edition):

Harrington, C. C. (2016). Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/50

Chicago Manual of Style (16th Edition):

Harrington, Cody Conroy. “Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.” 2016. Doctoral Dissertation, University of Colorado. Accessed May 11, 2021. https://scholar.colorado.edu/cven_gradetds/50.

MLA Handbook (7th Edition):

Harrington, Cody Conroy. “Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.” 2016. Web. 11 May 2021.

Vancouver:

Harrington CC. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2021 May 11]. Available from: https://scholar.colorado.edu/cven_gradetds/50.

Council of Science Editors:

Harrington CC. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/50

.