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Dept: Civil and Environmental Engineering

You searched for subject:(Engineering Design). Showing records 1 – 30 of 74 total matches.

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Arizona State University

1. Rosenbalm, Daniel. Reliability Associated with the Estimation of Soil Resilient Modulus at Different Hierarchical Levels of Pavement Design.

Degree: MS, Civil and Environmental Engineering, 2011, Arizona State University

 Deterministic solutions are available to estimate the resilient modulus of unbound materials, which are difficult to interpret because they do not incorporate the variability associated… (more)

Subjects/Keywords: Civil engineering; Hierarchical Levels; Pavement Design; Reliability

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APA (6th Edition):

Rosenbalm, D. (2011). Reliability Associated with the Estimation of Soil Resilient Modulus at Different Hierarchical Levels of Pavement Design. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/14453

Chicago Manual of Style (16th Edition):

Rosenbalm, Daniel. “Reliability Associated with the Estimation of Soil Resilient Modulus at Different Hierarchical Levels of Pavement Design.” 2011. Masters Thesis, Arizona State University. Accessed June 01, 2020. http://repository.asu.edu/items/14453.

MLA Handbook (7th Edition):

Rosenbalm, Daniel. “Reliability Associated with the Estimation of Soil Resilient Modulus at Different Hierarchical Levels of Pavement Design.” 2011. Web. 01 Jun 2020.

Vancouver:

Rosenbalm D. Reliability Associated with the Estimation of Soil Resilient Modulus at Different Hierarchical Levels of Pavement Design. [Internet] [Masters thesis]. Arizona State University; 2011. [cited 2020 Jun 01]. Available from: http://repository.asu.edu/items/14453.

Council of Science Editors:

Rosenbalm D. Reliability Associated with the Estimation of Soil Resilient Modulus at Different Hierarchical Levels of Pavement Design. [Masters Thesis]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/14453


Wayne State University

2. Kim, Kyunghwan. Statistical Approach To Design For Fall Prevention In Construction.

Degree: MS, Civil and Environmental Engineering, 2015, Wayne State University

  During the past decades, the construction industry has been considered as one of the most vulnerable field to work-related injuries and fatalities, and fall… (more)

Subjects/Keywords: Designer; Design for construction safety; Design solution integration; Hazard identification; Civil Engineering

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APA (6th Edition):

Kim, K. (2015). Statistical Approach To Design For Fall Prevention In Construction. (Masters Thesis). Wayne State University. Retrieved from https://digitalcommons.wayne.edu/oa_theses/400

Chicago Manual of Style (16th Edition):

Kim, Kyunghwan. “Statistical Approach To Design For Fall Prevention In Construction.” 2015. Masters Thesis, Wayne State University. Accessed June 01, 2020. https://digitalcommons.wayne.edu/oa_theses/400.

MLA Handbook (7th Edition):

Kim, Kyunghwan. “Statistical Approach To Design For Fall Prevention In Construction.” 2015. Web. 01 Jun 2020.

Vancouver:

Kim K. Statistical Approach To Design For Fall Prevention In Construction. [Internet] [Masters thesis]. Wayne State University; 2015. [cited 2020 Jun 01]. Available from: https://digitalcommons.wayne.edu/oa_theses/400.

Council of Science Editors:

Kim K. Statistical Approach To Design For Fall Prevention In Construction. [Masters Thesis]. Wayne State University; 2015. Available from: https://digitalcommons.wayne.edu/oa_theses/400


University of California – Berkeley

3. Dzombak, Rachel Victoria. Harmonizing Technological Innovation and End-of-Life Strategy in the Lighting Industry.

Degree: Civil and Environmental Engineering, 2017, University of California – Berkeley

 Today’s globalized economy largely follows a linear “take-make-dispose” model, where natural resources are extracted to manufacture products that are eventually disposed of in a landfill.… (more)

Subjects/Keywords: Civil engineering; Design; Environmental engineering; end-of-life; life-cycle assessment; optimization; policy; product design; technology change

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APA (6th Edition):

Dzombak, R. V. (2017). Harmonizing Technological Innovation and End-of-Life Strategy in the Lighting Industry. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/5ks973xr

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):

Dzombak, Rachel Victoria. “Harmonizing Technological Innovation and End-of-Life Strategy in the Lighting Industry.” 2017. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/5ks973xr.

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

MLA Handbook (7th Edition):

Dzombak, Rachel Victoria. “Harmonizing Technological Innovation and End-of-Life Strategy in the Lighting Industry.” 2017. Web. 01 Jun 2020.

Vancouver:

Dzombak RV. Harmonizing Technological Innovation and End-of-Life Strategy in the Lighting Industry. [Internet] [Thesis]. University of California – Berkeley; 2017. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/5ks973xr.

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

Council of Science Editors:

Dzombak RV. Harmonizing Technological Innovation and End-of-Life Strategy in the Lighting Industry. [Thesis]. University of California – Berkeley; 2017. Available from: http://www.escholarship.org/uc/item/5ks973xr

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


University of Iowa

4. Nicholson, John Corbett. Design of wind turbine tower and foundation systems: optimization approach.

Degree: MS, Civil and Environmental Engineering, 2011, University of Iowa

  A renewed commitment in the United States and abroad to electricity from renewable resources, such as wind, along with the recent deployment of very… (more)

Subjects/Keywords: Computer Aided Design; Excel Solver; Foundation Design; Steel Tower Design; Structural Optimization; Wind Turbine Tower and Foundation System Design; Civil and Environmental Engineering

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APA (6th Edition):

Nicholson, J. C. (2011). Design of wind turbine tower and foundation systems: optimization approach. (Masters Thesis). University of Iowa. Retrieved from https://ir.uiowa.edu/etd/1042

Chicago Manual of Style (16th Edition):

Nicholson, John Corbett. “Design of wind turbine tower and foundation systems: optimization approach.” 2011. Masters Thesis, University of Iowa. Accessed June 01, 2020. https://ir.uiowa.edu/etd/1042.

MLA Handbook (7th Edition):

Nicholson, John Corbett. “Design of wind turbine tower and foundation systems: optimization approach.” 2011. Web. 01 Jun 2020.

Vancouver:

Nicholson JC. Design of wind turbine tower and foundation systems: optimization approach. [Internet] [Masters thesis]. University of Iowa; 2011. [cited 2020 Jun 01]. Available from: https://ir.uiowa.edu/etd/1042.

Council of Science Editors:

Nicholson JC. Design of wind turbine tower and foundation systems: optimization approach. [Masters Thesis]. University of Iowa; 2011. Available from: https://ir.uiowa.edu/etd/1042


University of California – Berkeley

5. Antonellis, Grigorios. Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations.

Degree: Civil and Environmental Engineering, 2015, University of California – Berkeley

 The objectives of this dissertation is to investigate the use of rocking foundations in bridges for enhanced seismic design and performance and the reduction of… (more)

Subjects/Keywords: Civil engineering; bridge columns; earthquake engineering; large scale; rocking foundations; seismic design; shake-table test

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APA (6th Edition):

Antonellis, G. (2015). Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/73c3k5bb

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):

Antonellis, Grigorios. “Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations.” 2015. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/73c3k5bb.

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

MLA Handbook (7th Edition):

Antonellis, Grigorios. “Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations.” 2015. Web. 01 Jun 2020.

Vancouver:

Antonellis G. Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations. [Internet] [Thesis]. University of California – Berkeley; 2015. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/73c3k5bb.

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

Council of Science Editors:

Antonellis G. Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations. [Thesis]. University of California – Berkeley; 2015. Available from: http://www.escholarship.org/uc/item/73c3k5bb

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


Utah State University

6. Seamons, Tyler Robert. Labyrinth Weirs: A Look Into Geometric Variation and Its Effect on Efficiency and Design Method Predictions.

Degree: MS, Civil and Environmental Engineering, 2014, Utah State University

  The rehabilitation of dams often requires spillway capacity upgrades. Replacing a less hydraulically efficient linear weir with a labyrinth weir can be an effective… (more)

Subjects/Keywords: Labyrinth; Weirs; Geometric Variation; Efficiency; Design; Predictions; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Seamons, T. R. (2014). Labyrinth Weirs: A Look Into Geometric Variation and Its Effect on Efficiency and Design Method Predictions. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/2155

Chicago Manual of Style (16th Edition):

Seamons, Tyler Robert. “Labyrinth Weirs: A Look Into Geometric Variation and Its Effect on Efficiency and Design Method Predictions.” 2014. Masters Thesis, Utah State University. Accessed June 01, 2020. https://digitalcommons.usu.edu/etd/2155.

MLA Handbook (7th Edition):

Seamons, Tyler Robert. “Labyrinth Weirs: A Look Into Geometric Variation and Its Effect on Efficiency and Design Method Predictions.” 2014. Web. 01 Jun 2020.

Vancouver:

Seamons TR. Labyrinth Weirs: A Look Into Geometric Variation and Its Effect on Efficiency and Design Method Predictions. [Internet] [Masters thesis]. Utah State University; 2014. [cited 2020 Jun 01]. Available from: https://digitalcommons.usu.edu/etd/2155.

Council of Science Editors:

Seamons TR. Labyrinth Weirs: A Look Into Geometric Variation and Its Effect on Efficiency and Design Method Predictions. [Masters Thesis]. Utah State University; 2014. Available from: https://digitalcommons.usu.edu/etd/2155


University of California – Berkeley

7. Becker, Tracy Celeste. Advanced Modeling of the Performance of Structures Supported on Triple Friction Pendulum Bearings.

Degree: Civil and Environmental Engineering, 2011, University of California – Berkeley

 Seismic isolators, and more specifically, triple friction pendulum (TFP) bearings are ideal earthquake protection technologies for use in performance-based design because they can be designed… (more)

Subjects/Keywords: Civil engineering; experimental testing; friction pendulum; performance based design; structural isolation

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APA (6th Edition):

Becker, T. C. (2011). Advanced Modeling of the Performance of Structures Supported on Triple Friction Pendulum Bearings. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/6p71d4px

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):

Becker, Tracy Celeste. “Advanced Modeling of the Performance of Structures Supported on Triple Friction Pendulum Bearings.” 2011. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/6p71d4px.

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

MLA Handbook (7th Edition):

Becker, Tracy Celeste. “Advanced Modeling of the Performance of Structures Supported on Triple Friction Pendulum Bearings.” 2011. Web. 01 Jun 2020.

Vancouver:

Becker TC. Advanced Modeling of the Performance of Structures Supported on Triple Friction Pendulum Bearings. [Internet] [Thesis]. University of California – Berkeley; 2011. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/6p71d4px.

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

Council of Science Editors:

Becker TC. Advanced Modeling of the Performance of Structures Supported on Triple Friction Pendulum Bearings. [Thesis]. University of California – Berkeley; 2011. Available from: http://www.escholarship.org/uc/item/6p71d4px

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


Rutgers University

8. Kuppa, Tejaswi L., 1990-. Effect of isolators on regular bridges subjected to scaled near field and far field time histories.

Degree: MS, Civil and Environmental Engineering, 2014, Rutgers University

 Seismic isolation is an important and widely used method to protect a structure from the devastating effects of earthquake ground motions. Seismic isolation seeks to… (more)

Subjects/Keywords: Earthquake resistant design; Earthquake engineering – Research; Bridges – Earthquake effects

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APA (6th Edition):

Kuppa, Tejaswi L., 1. (2014). Effect of isolators on regular bridges subjected to scaled near field and far field time histories. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/44136/

Chicago Manual of Style (16th Edition):

Kuppa, Tejaswi L., 1990-. “Effect of isolators on regular bridges subjected to scaled near field and far field time histories.” 2014. Masters Thesis, Rutgers University. Accessed June 01, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/44136/.

MLA Handbook (7th Edition):

Kuppa, Tejaswi L., 1990-. “Effect of isolators on regular bridges subjected to scaled near field and far field time histories.” 2014. Web. 01 Jun 2020.

Vancouver:

Kuppa, Tejaswi L. 1. Effect of isolators on regular bridges subjected to scaled near field and far field time histories. [Internet] [Masters thesis]. Rutgers University; 2014. [cited 2020 Jun 01]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44136/.

Council of Science Editors:

Kuppa, Tejaswi L. 1. Effect of isolators on regular bridges subjected to scaled near field and far field time histories. [Masters Thesis]. Rutgers University; 2014. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/44136/


University of California – Berkeley

9. Chih, Ying-Yi. A Decision-Support Framework for Choosing a Project Delivery System (PDS) in a Multi-Project Environment.

Degree: Civil and Environmental Engineering, 2010, University of California – Berkeley

 The use of an appropriate Project Delivery System (PDS) can significantly increase the project efficiency and success rate. Designing a PDS however is a difficult… (more)

Subjects/Keywords: Civil Engineering; Construction Management at Risk; Decision-Support Framework; Design-Bid-Build; Design-Build; Infrastructure Projects; Project Delivery Systems

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APA (6th Edition):

Chih, Y. (2010). A Decision-Support Framework for Choosing a Project Delivery System (PDS) in a Multi-Project Environment. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/76j9q5pk

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):

Chih, Ying-Yi. “A Decision-Support Framework for Choosing a Project Delivery System (PDS) in a Multi-Project Environment.” 2010. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/76j9q5pk.

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

MLA Handbook (7th Edition):

Chih, Ying-Yi. “A Decision-Support Framework for Choosing a Project Delivery System (PDS) in a Multi-Project Environment.” 2010. Web. 01 Jun 2020.

Vancouver:

Chih Y. A Decision-Support Framework for Choosing a Project Delivery System (PDS) in a Multi-Project Environment. [Internet] [Thesis]. University of California – Berkeley; 2010. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/76j9q5pk.

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

Council of Science Editors:

Chih Y. A Decision-Support Framework for Choosing a Project Delivery System (PDS) in a Multi-Project Environment. [Thesis]. University of California – Berkeley; 2010. Available from: http://www.escholarship.org/uc/item/76j9q5pk

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


University of California – Berkeley

10. Arroyo, Paz. Exploring Decision-Making Methods for Sustainable Design in Commercial Buildings.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 During the building design process hundreds of decisions are made at different stages, and with multiple stakeholders. This includes choosing alternative materials, components, assemblies, systems,… (more)

Subjects/Keywords: Civil engineering; Architecture; Design; Choosing By Advantages; Commercial Buildings; Decision-making methods; Design; Group Decision Making; Sustainability

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APA (6th Edition):

Arroyo, P. (2014). Exploring Decision-Making Methods for Sustainable Design in Commercial Buildings. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/1xd0w4fq

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):

Arroyo, Paz. “Exploring Decision-Making Methods for Sustainable Design in Commercial Buildings.” 2014. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/1xd0w4fq.

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

MLA Handbook (7th Edition):

Arroyo, Paz. “Exploring Decision-Making Methods for Sustainable Design in Commercial Buildings.” 2014. Web. 01 Jun 2020.

Vancouver:

Arroyo P. Exploring Decision-Making Methods for Sustainable Design in Commercial Buildings. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/1xd0w4fq.

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

Council of Science Editors:

Arroyo P. Exploring Decision-Making Methods for Sustainable Design in Commercial Buildings. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/1xd0w4fq

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


Portland State University

11. Lopes, Arlindo Pires. Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy.

Degree: PhD, Civil and Environmental Engineering, 2016, Portland State University

  The Linked Column Frame (LCF) is a new brace-free lateral structural steel system intended for rapid return to occupancy performance level. LCF is more… (more)

Subjects/Keywords: Structural frames  – Design and construction; Structural frames  – Earthquake effects  – Testing; Earthquake resistant design; Civil and Environmental Engineering

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APA (6th Edition):

Lopes, A. P. (2016). Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy. (Doctoral Dissertation). Portland State University. Retrieved from http://pdxscholar.library.pdx.edu/open_access_etds/3012

Chicago Manual of Style (16th Edition):

Lopes, Arlindo Pires. “Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy.” 2016. Doctoral Dissertation, Portland State University. Accessed June 01, 2020. http://pdxscholar.library.pdx.edu/open_access_etds/3012.

MLA Handbook (7th Edition):

Lopes, Arlindo Pires. “Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy.” 2016. Web. 01 Jun 2020.

Vancouver:

Lopes AP. Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy. [Internet] [Doctoral dissertation]. Portland State University; 2016. [cited 2020 Jun 01]. Available from: http://pdxscholar.library.pdx.edu/open_access_etds/3012.

Council of Science Editors:

Lopes AP. Seismic Behavior and Design of the Linked Column Steel Frame System for Rapid Return to Occupancy. [Doctoral Dissertation]. Portland State University; 2016. Available from: http://pdxscholar.library.pdx.edu/open_access_etds/3012


Georgia Tech

12. Hur, Jieun. Seismic performance evaluation of switchboard cabinets using nonlinear numerical models.

Degree: PhD, Civil and Environmental Engineering, 2012, Georgia Tech

 Past earthquake events have shown that seismic damage to electrical power systems in commercial buildings, hospitals, and other systems such as public service facilities can… (more)

Subjects/Keywords: Seismic performance; Dynamic analysis; Nonlinear; Electrical equipment; Structural engineering; Probability; Earthquake hazard analysis; Earthquake engineering; Earthquake engineering Research; Earthquake resistant design

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

APA (6th Edition):

Hur, J. (2012). Seismic performance evaluation of switchboard cabinets using nonlinear numerical models. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/45813

Chicago Manual of Style (16th Edition):

Hur, Jieun. “Seismic performance evaluation of switchboard cabinets using nonlinear numerical models.” 2012. Doctoral Dissertation, Georgia Tech. Accessed June 01, 2020. http://hdl.handle.net/1853/45813.

MLA Handbook (7th Edition):

Hur, Jieun. “Seismic performance evaluation of switchboard cabinets using nonlinear numerical models.” 2012. Web. 01 Jun 2020.

Vancouver:

Hur J. Seismic performance evaluation of switchboard cabinets using nonlinear numerical models. [Internet] [Doctoral dissertation]. Georgia Tech; 2012. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/1853/45813.

Council of Science Editors:

Hur J. Seismic performance evaluation of switchboard cabinets using nonlinear numerical models. [Doctoral Dissertation]. Georgia Tech; 2012. Available from: http://hdl.handle.net/1853/45813


University of California – Berkeley

13. Calugaru, Vladimir. Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base Isolation and Rocking Core Walls.

Degree: Civil and Environmental Engineering, 2013, University of California – Berkeley

 This dissertation pursues three main objectives: (1) to investigate the seismic response of tall reinforced concrete core wall buildings, designed following current building codes, subjected… (more)

Subjects/Keywords: Civil engineering; base isolation; earthquake resistant design; near-fault; plastic hinge; rocking; tall buildings

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

APA (6th Edition):

Calugaru, V. (2013). Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base Isolation and Rocking Core Walls. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/1256t25p

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):

Calugaru, Vladimir. “Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base Isolation and Rocking Core Walls.” 2013. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/1256t25p.

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

MLA Handbook (7th Edition):

Calugaru, Vladimir. “Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base Isolation and Rocking Core Walls.” 2013. Web. 01 Jun 2020.

Vancouver:

Calugaru V. Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base Isolation and Rocking Core Walls. [Internet] [Thesis]. University of California – Berkeley; 2013. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/1256t25p.

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

Council of Science Editors:

Calugaru V. Earthquake Resilient Tall Reinforced Concrete Buildings at Near-Fault Sites Using Base Isolation and Rocking Core Walls. [Thesis]. University of California – Berkeley; 2013. Available from: http://www.escholarship.org/uc/item/1256t25p

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


University of California – Berkeley

14. Trono, William Dean. Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 Modern reinforced concrete bridges are designed to avoid collapse and to prevent loss of life during earthquakes. To meet these objectives, bridge columns are typically… (more)

Subjects/Keywords: Civil engineering; damage resistant; HPFRCC; HyFRC; recentering column; rocking column; seismic design

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APA (6th Edition):

Trono, W. D. (2014). Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/25m2d5mf

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):

Trono, William Dean. “Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete.” 2014. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/25m2d5mf.

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

MLA Handbook (7th Edition):

Trono, William Dean. “Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete.” 2014. Web. 01 Jun 2020.

Vancouver:

Trono WD. Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/25m2d5mf.

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

Council of Science Editors:

Trono WD. Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/25m2d5mf

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


University of California – Berkeley

15. CANDIA, GABRIEL ALFONSO. Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills.

Degree: Civil and Environmental Engineering, 2013, University of California – Berkeley

 Observations from recent earthquakes show that all types of retaining structures with non-liquefiable backfills perform very well and there is limited evidence of damage or… (more)

Subjects/Keywords: Civil engineering; Cohesive Soil; Design; Mononobe Okabe; Numerical Analysis; Retaining Walls; Seismic Earth Pressures

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APA (6th Edition):

CANDIA, G. A. (2013). Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/87q2b3b0

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):

CANDIA, GABRIEL ALFONSO. “Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills.” 2013. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/87q2b3b0.

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

MLA Handbook (7th Edition):

CANDIA, GABRIEL ALFONSO. “Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills.” 2013. Web. 01 Jun 2020.

Vancouver:

CANDIA GA. Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills. [Internet] [Thesis]. University of California – Berkeley; 2013. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/87q2b3b0.

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

Council of Science Editors:

CANDIA GA. Experimental and Numerical Modeling of Seismic Earth Pressures on Retaining Walls with Cohesive Backfills. [Thesis]. University of California – Berkeley; 2013. Available from: http://www.escholarship.org/uc/item/87q2b3b0

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


Portland State University

16. Palnikov, Ilya S. Design and Experimental Investigation of 500kV Current Transformer Seismic Retrofit Utilizing Structure Rocking and Supplemental Damping with Self-Centering.

Degree: MS(M.S.) in Civil & Environmental Engineering, Civil and Environmental Engineering, 2017, Portland State University

  Electrical substations perform a key role in electrical transmission and distribution; the ability for a substation to remain functional during and after a seismic… (more)

Subjects/Keywords: Electric transformers; Earthquake resistant design; Electric substations; Seismic waves  – Damping; Civil and Environmental Engineering

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APA (6th Edition):

Palnikov, I. S. (2017). Design and Experimental Investigation of 500kV Current Transformer Seismic Retrofit Utilizing Structure Rocking and Supplemental Damping with Self-Centering. (Masters Thesis). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/3673

Chicago Manual of Style (16th Edition):

Palnikov, Ilya S. “Design and Experimental Investigation of 500kV Current Transformer Seismic Retrofit Utilizing Structure Rocking and Supplemental Damping with Self-Centering.” 2017. Masters Thesis, Portland State University. Accessed June 01, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/3673.

MLA Handbook (7th Edition):

Palnikov, Ilya S. “Design and Experimental Investigation of 500kV Current Transformer Seismic Retrofit Utilizing Structure Rocking and Supplemental Damping with Self-Centering.” 2017. Web. 01 Jun 2020.

Vancouver:

Palnikov IS. Design and Experimental Investigation of 500kV Current Transformer Seismic Retrofit Utilizing Structure Rocking and Supplemental Damping with Self-Centering. [Internet] [Masters thesis]. Portland State University; 2017. [cited 2020 Jun 01]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/3673.

Council of Science Editors:

Palnikov IS. Design and Experimental Investigation of 500kV Current Transformer Seismic Retrofit Utilizing Structure Rocking and Supplemental Damping with Self-Centering. [Masters Thesis]. Portland State University; 2017. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/3673


Portland State University

17. Al-Azzawi, Hosam Abdullah. Strength Tuned Steel Eccentric Braced Frames.

Degree: PhD, Civil and Environmental Engineering, 2019, Portland State University

  The primary component in eccentrically braced frames (EBF) is the link as its plastic strength controls the design of the frame as well as… (more)

Subjects/Keywords: Steel framing (Building)  – Plastic properties  – Testing; Earthquake resistant design; Civil and Environmental Engineering

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APA (6th Edition):

Al-Azzawi, H. A. (2019). Strength Tuned Steel Eccentric Braced Frames. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4981

Chicago Manual of Style (16th Edition):

Al-Azzawi, Hosam Abdullah. “Strength Tuned Steel Eccentric Braced Frames.” 2019. Doctoral Dissertation, Portland State University. Accessed June 01, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/4981.

MLA Handbook (7th Edition):

Al-Azzawi, Hosam Abdullah. “Strength Tuned Steel Eccentric Braced Frames.” 2019. Web. 01 Jun 2020.

Vancouver:

Al-Azzawi HA. Strength Tuned Steel Eccentric Braced Frames. [Internet] [Doctoral dissertation]. Portland State University; 2019. [cited 2020 Jun 01]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4981.

Council of Science Editors:

Al-Azzawi HA. Strength Tuned Steel Eccentric Braced Frames. [Doctoral Dissertation]. Portland State University; 2019. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4981


University of Iowa

18. Xu, Haowen. Prototype hydroinformatics-based system for supporting decision making in culvert design and monitoring.

Degree: MS, Civil and Environmental Engineering, 2015, University of Iowa

  The current guideline for culverts design account for hydrologic, hydraulic, and geomorphological conditions at the construction site. Less attention is given to the assessment… (more)

Subjects/Keywords: publicabstract; Cullvert Design; Culvert Sediment Mitigation; Decision Support System; Civil and Environmental Engineering

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APA (6th Edition):

Xu, H. (2015). Prototype hydroinformatics-based system for supporting decision making in culvert design and monitoring. (Masters Thesis). University of Iowa. Retrieved from https://ir.uiowa.edu/etd/1937

Chicago Manual of Style (16th Edition):

Xu, Haowen. “Prototype hydroinformatics-based system for supporting decision making in culvert design and monitoring.” 2015. Masters Thesis, University of Iowa. Accessed June 01, 2020. https://ir.uiowa.edu/etd/1937.

MLA Handbook (7th Edition):

Xu, Haowen. “Prototype hydroinformatics-based system for supporting decision making in culvert design and monitoring.” 2015. Web. 01 Jun 2020.

Vancouver:

Xu H. Prototype hydroinformatics-based system for supporting decision making in culvert design and monitoring. [Internet] [Masters thesis]. University of Iowa; 2015. [cited 2020 Jun 01]. Available from: https://ir.uiowa.edu/etd/1937.

Council of Science Editors:

Xu H. Prototype hydroinformatics-based system for supporting decision making in culvert design and monitoring. [Masters Thesis]. University of Iowa; 2015. Available from: https://ir.uiowa.edu/etd/1937


Arizona State University

19. Alsafouri, Suleiman. Information Technology and Human Factors to Enhance Design and Constructability Review Processes in Construction.

Degree: Civil and Environmental Engineering, 2017, Arizona State University

 Emerging information and communication technology (ICT) has had an enormous effect on the building architecture, engineering, construction and operation (AECO) fields in recent decades. The… (more)

Subjects/Keywords: Civil engineering; Architecture; Computer science; Construction Technology; Design review session; Mixed Reality; Virtual Reality

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APA (6th Edition):

Alsafouri, S. (2017). Information Technology and Human Factors to Enhance Design and Constructability Review Processes in Construction. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/44084

Chicago Manual of Style (16th Edition):

Alsafouri, Suleiman. “Information Technology and Human Factors to Enhance Design and Constructability Review Processes in Construction.” 2017. Doctoral Dissertation, Arizona State University. Accessed June 01, 2020. http://repository.asu.edu/items/44084.

MLA Handbook (7th Edition):

Alsafouri, Suleiman. “Information Technology and Human Factors to Enhance Design and Constructability Review Processes in Construction.” 2017. Web. 01 Jun 2020.

Vancouver:

Alsafouri S. Information Technology and Human Factors to Enhance Design and Constructability Review Processes in Construction. [Internet] [Doctoral dissertation]. Arizona State University; 2017. [cited 2020 Jun 01]. Available from: http://repository.asu.edu/items/44084.

Council of Science Editors:

Alsafouri S. Information Technology and Human Factors to Enhance Design and Constructability Review Processes in Construction. [Doctoral Dissertation]. Arizona State University; 2017. Available from: http://repository.asu.edu/items/44084


Portland State University

20. Bazáez Gallardo, Ramiro Andrés Gabriel. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces.

Degree: PhD, Civil and Environmental Engineering, 2017, Portland State University

  Typical reinforced concrete (RC) bridges built prior to 1970 were designed with minimum seismic consideration, leaving numerous bridges highly susceptible to damage following an… (more)

Subjects/Keywords: Bridges  – Retrofitting  – Evaluation; Buckling (Mechanics); Reinforced concrete  – Earthquake effects  – Testing; Earthquake resistant design; Subduction zones; Civil and Environmental Engineering; Structural Engineering

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APA (6th Edition):

Bazáez Gallardo, R. A. G. (2017). Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/3476

Chicago Manual of Style (16th Edition):

Bazáez Gallardo, Ramiro Andrés Gabriel. “Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces.” 2017. Doctoral Dissertation, Portland State University. Accessed June 01, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/3476.

MLA Handbook (7th Edition):

Bazáez Gallardo, Ramiro Andrés Gabriel. “Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces.” 2017. Web. 01 Jun 2020.

Vancouver:

Bazáez Gallardo RAG. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces. [Internet] [Doctoral dissertation]. Portland State University; 2017. [cited 2020 Jun 01]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/3476.

Council of Science Editors:

Bazáez Gallardo RAG. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces. [Doctoral Dissertation]. Portland State University; 2017. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/3476


Portland State University

21. Moore, Adam. An Empirical Study of Particulate Matter Exposure for Transit Users at Bus Stop Shelters.

Degree: MS(M.S.) in Civil & Environmental Engineering, Civil and Environmental Engineering, 2012, Portland State University

  Congested traffic corridors in dense urban areas are key contributors to the degradation of urban air quality. While waiting at bus stops, transit patrons… (more)

Subjects/Keywords: Bus stops  – Location  – Health aspects; Air quality  – Measurement; Local transit  – Environmental aspects; Particles  – Environmental aspects; Environmental Design; Environmental Engineering; Structural Engineering

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APA (6th Edition):

Moore, A. (2012). An Empirical Study of Particulate Matter Exposure for Transit Users at Bus Stop Shelters. (Masters Thesis). Portland State University. Retrieved from http://pdxscholar.library.pdx.edu/open_access_etds/870

Chicago Manual of Style (16th Edition):

Moore, Adam. “An Empirical Study of Particulate Matter Exposure for Transit Users at Bus Stop Shelters.” 2012. Masters Thesis, Portland State University. Accessed June 01, 2020. http://pdxscholar.library.pdx.edu/open_access_etds/870.

MLA Handbook (7th Edition):

Moore, Adam. “An Empirical Study of Particulate Matter Exposure for Transit Users at Bus Stop Shelters.” 2012. Web. 01 Jun 2020.

Vancouver:

Moore A. An Empirical Study of Particulate Matter Exposure for Transit Users at Bus Stop Shelters. [Internet] [Masters thesis]. Portland State University; 2012. [cited 2020 Jun 01]. Available from: http://pdxscholar.library.pdx.edu/open_access_etds/870.

Council of Science Editors:

Moore A. An Empirical Study of Particulate Matter Exposure for Transit Users at Bus Stop Shelters. [Masters Thesis]. Portland State University; 2012. Available from: http://pdxscholar.library.pdx.edu/open_access_etds/870


Portland State University

22. Garth, John Stuart. Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls.

Degree: MS(M.S.) in Civil & Environmental Engineering, Civil and Environmental Engineering, 2014, Portland State University

  Insulated concrete forms (ICFs) are green building components that are primarily used for residential wall construction. Unlike most polystyrene based ICF variants, the Faswall… (more)

Subjects/Keywords: Insulating concrete forms  – Testing; Walls  – Design and construction; Structural dynamics; Reinforced concrete construction; Recycled products; Structural Engineering; Structural Materials

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APA (6th Edition):

Garth, J. S. (2014). Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls. (Masters Thesis). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/1857

Chicago Manual of Style (16th Edition):

Garth, John Stuart. “Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls.” 2014. Masters Thesis, Portland State University. Accessed June 01, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/1857.

MLA Handbook (7th Edition):

Garth, John Stuart. “Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls.” 2014. Web. 01 Jun 2020.

Vancouver:

Garth JS. Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls. [Internet] [Masters thesis]. Portland State University; 2014. [cited 2020 Jun 01]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/1857.

Council of Science Editors:

Garth JS. Experimental Investigation of Lateral Cyclic Behavior of Wood-Based Screen-Grid Insulated Concrete Form Walls. [Masters Thesis]. Portland State University; 2014. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/1857


University of California – Berkeley

23. Visnjic, Tea. Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 In recent decades, improvement in construction and design practices and better estimation in seismic demands has led to an increasing number of reinforced concrete special… (more)

Subjects/Keywords: Civil engineering; column shear; earthquake-resistant design; large scale testing; reinforced concrete; seismic demands; special moment frames

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APA (6th Edition):

Visnjic, T. (2014). Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/9hx3551c

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):

Visnjic, Tea. “Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames.” 2014. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/9hx3551c.

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

MLA Handbook (7th Edition):

Visnjic, Tea. “Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames.” 2014. Web. 01 Jun 2020.

Vancouver:

Visnjic T. Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/9hx3551c.

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

Council of Science Editors:

Visnjic T. Design Considerations for Earthquake-Resistant Reinforced Concrete Special Moment Frames. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/9hx3551c

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


University of California – Berkeley

24. Nguyen, Hung Viet. Process-Based Cost Modeling to Support Target Value Design.

Degree: Civil and Environmental Engineering, 2010, University of California – Berkeley

 In the current practice of collecting construction cost data, the cost of an installed component is compiled by adding up the cost of materials plus… (more)

Subjects/Keywords: Civil Engineering; Cost Modeling; Lean Construction; Lean Project Delivery System; Model-based cost estimating; Process-based cost modeling; Target Value Design

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APA (6th Edition):

Nguyen, H. V. (2010). Process-Based Cost Modeling to Support Target Value Design. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/4w40w5rz

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):

Nguyen, Hung Viet. “Process-Based Cost Modeling to Support Target Value Design.” 2010. Thesis, University of California – Berkeley. Accessed June 01, 2020. http://www.escholarship.org/uc/item/4w40w5rz.

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

MLA Handbook (7th Edition):

Nguyen, Hung Viet. “Process-Based Cost Modeling to Support Target Value Design.” 2010. Web. 01 Jun 2020.

Vancouver:

Nguyen HV. Process-Based Cost Modeling to Support Target Value Design. [Internet] [Thesis]. University of California – Berkeley; 2010. [cited 2020 Jun 01]. Available from: http://www.escholarship.org/uc/item/4w40w5rz.

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

Council of Science Editors:

Nguyen HV. Process-Based Cost Modeling to Support Target Value Design. [Thesis]. University of California – Berkeley; 2010. Available from: http://www.escholarship.org/uc/item/4w40w5rz

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


Virginia Tech

25. Gao, Yu. Innovative Self-Centering Connection for CCFT Composite Columns.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Concrete filled steel tubes are regarded as ideal frame members in seismic resisting systems, as they combine large axial and flexural capacity with ductility. The… (more)

Subjects/Keywords: Earthquake Engineering; Seismic Design; Partially Restrained Connection; Self-centering System; Shape Memory Alloy; Circular Concrete Filled Steel Tube

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APA (6th Edition):

Gao, Y. (2016). Innovative Self-Centering Connection for CCFT Composite Columns. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78390

Chicago Manual of Style (16th Edition):

Gao, Yu. “Innovative Self-Centering Connection for CCFT Composite Columns.” 2016. Doctoral Dissertation, Virginia Tech. Accessed June 01, 2020. http://hdl.handle.net/10919/78390.

MLA Handbook (7th Edition):

Gao, Yu. “Innovative Self-Centering Connection for CCFT Composite Columns.” 2016. Web. 01 Jun 2020.

Vancouver:

Gao Y. Innovative Self-Centering Connection for CCFT Composite Columns. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/10919/78390.

Council of Science Editors:

Gao Y. Innovative Self-Centering Connection for CCFT Composite Columns. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/78390


New Jersey Institute of Technology

26. Tian, Ping. Evaluation of environmental characteristics of WTP residuals for disposal in monofills.

Degree: PhD, Civil and Environmental Engineering, 1996, New Jersey Institute of Technology

  Disposal of water treatment plant (WTP) have raised great concerns due to the stringent water quality standards and environmental regulations, and limited availability of… (more)

Subjects/Keywords: Water treatment plants.; Monofills – Design and construction.; Environmental Engineering

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APA (6th Edition):

Tian, P. (1996). Evaluation of environmental characteristics of WTP residuals for disposal in monofills. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1062

Chicago Manual of Style (16th Edition):

Tian, Ping. “Evaluation of environmental characteristics of WTP residuals for disposal in monofills.” 1996. Doctoral Dissertation, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/dissertations/1062.

MLA Handbook (7th Edition):

Tian, Ping. “Evaluation of environmental characteristics of WTP residuals for disposal in monofills.” 1996. Web. 01 Jun 2020.

Vancouver:

Tian P. Evaluation of environmental characteristics of WTP residuals for disposal in monofills. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1996. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/dissertations/1062.

Council of Science Editors:

Tian P. Evaluation of environmental characteristics of WTP residuals for disposal in monofills. [Doctoral Dissertation]. New Jersey Institute of Technology; 1996. Available from: https://digitalcommons.njit.edu/dissertations/1062


Utah State University

27. Crookston, Brian Mark. Labyrinth Weirs.

Degree: PhD, Civil and Environmental Engineering, 2010, Utah State University

  Labyrinth weirs are often a favorable design option to regulate upstream water elevations and increase flow capacity; nevertheless, it can be difficult to engineer… (more)

Subjects/Keywords: Arced; Behavior; Design; Labyrinth; Reservoir; Wier; Civil Engineering

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APA (6th Edition):

Crookston, B. M. (2010). Labyrinth Weirs. (Doctoral Dissertation). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/802

Chicago Manual of Style (16th Edition):

Crookston, Brian Mark. “Labyrinth Weirs.” 2010. Doctoral Dissertation, Utah State University. Accessed June 01, 2020. https://digitalcommons.usu.edu/etd/802.

MLA Handbook (7th Edition):

Crookston, Brian Mark. “Labyrinth Weirs.” 2010. Web. 01 Jun 2020.

Vancouver:

Crookston BM. Labyrinth Weirs. [Internet] [Doctoral dissertation]. Utah State University; 2010. [cited 2020 Jun 01]. Available from: https://digitalcommons.usu.edu/etd/802.

Council of Science Editors:

Crookston BM. Labyrinth Weirs. [Doctoral Dissertation]. Utah State University; 2010. Available from: https://digitalcommons.usu.edu/etd/802


Arizona State University

28. Nagarajan, Sathish Kannan. Impact of Forecasted Freight Trends on Highway Pavement Infrastructure.

Degree: Civil and Environmental Engineering, 2016, Arizona State University

 The major challenge for any pavement is the freight transport carried by the structure. This challenge is expected to increase in the coming years as… (more)

Subjects/Keywords: Civil engineering; Transportation; Freight Analysis; Life Cycle Cost Analysis; Mechanistic-Empirical Pavement Design Guide (MEPDG); Pavement Analysis; Pavement Distress

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APA (6th Edition):

Nagarajan, S. K. (2016). Impact of Forecasted Freight Trends on Highway Pavement Infrastructure. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/38582

Chicago Manual of Style (16th Edition):

Nagarajan, Sathish Kannan. “Impact of Forecasted Freight Trends on Highway Pavement Infrastructure.” 2016. Masters Thesis, Arizona State University. Accessed June 01, 2020. http://repository.asu.edu/items/38582.

MLA Handbook (7th Edition):

Nagarajan, Sathish Kannan. “Impact of Forecasted Freight Trends on Highway Pavement Infrastructure.” 2016. Web. 01 Jun 2020.

Vancouver:

Nagarajan SK. Impact of Forecasted Freight Trends on Highway Pavement Infrastructure. [Internet] [Masters thesis]. Arizona State University; 2016. [cited 2020 Jun 01]. Available from: http://repository.asu.edu/items/38582.

Council of Science Editors:

Nagarajan SK. Impact of Forecasted Freight Trends on Highway Pavement Infrastructure. [Masters Thesis]. Arizona State University; 2016. Available from: http://repository.asu.edu/items/38582

29. Dukes, Jazalyn Denise. Application of bridge specific fragility analysis in the seismic design process of bridges in california.

Degree: PhD, Civil and Environmental Engineering, 2013, Georgia Tech

 The California Department of Transportation (Caltrans) seismic bridge design process for an Ordinary Bridge described in the Seismic Design Criteria (SDC) directs the design engineer… (more)

Subjects/Keywords: Seismic design; Fragility analysis; Earthquake engineering; Bridges; California; Performance based design; Structural engineering; Metamodels; Logistic regression; Earthquake resistant design; Structural design; Bridges Design and construction; Bridges Earthquake effects

…declarations). Design Support - Performance-Based Earthquake Engineering:  Bridge-Specific… …earthquake engineering and design support, specifically, bridgespecific fragility relationships… …6.1 Introduction to Design Parameters 83 6.2 Deterministic Sensitivity Study 87 6.2.1… …Motivation and Introduction to Sensitivity Study 87 6.2.2 Design Parameters and Bridge Models for… …Statistical Sensitivity Study using Design of Experiments and ANOVA Study 103 6.3.1 Introduction to… 

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APA (6th Edition):

Dukes, J. D. (2013). Application of bridge specific fragility analysis in the seismic design process of bridges in california. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/47687

Chicago Manual of Style (16th Edition):

Dukes, Jazalyn Denise. “Application of bridge specific fragility analysis in the seismic design process of bridges in california.” 2013. Doctoral Dissertation, Georgia Tech. Accessed June 01, 2020. http://hdl.handle.net/1853/47687.

MLA Handbook (7th Edition):

Dukes, Jazalyn Denise. “Application of bridge specific fragility analysis in the seismic design process of bridges in california.” 2013. Web. 01 Jun 2020.

Vancouver:

Dukes JD. Application of bridge specific fragility analysis in the seismic design process of bridges in california. [Internet] [Doctoral dissertation]. Georgia Tech; 2013. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/1853/47687.

Council of Science Editors:

Dukes JD. Application of bridge specific fragility analysis in the seismic design process of bridges in california. [Doctoral Dissertation]. Georgia Tech; 2013. Available from: http://hdl.handle.net/1853/47687

30. Mulepati, Sanjib. A Case Study of Zero Energy Home Built for Solar Decathlon Competition 2013.

Degree: MSE, Civil and Environmental Engineering, 2013, University of Nevada – Las Vegas

  Energy consumption in residential homes has been a subject of research related to sustainability. Reduction in the consumption of energy is a goal of… (more)

Subjects/Keywords: Architectural Engineering; Architectural Technology; Civil Engineering; Environmental Design; Sustainability

…Juried 100 2 Market Appeal - - Juried 100 3 Engineering - - Juried 100 4… …Communications Contest with a score of 90.000 and third in the Engineering Contest. The summary of the… …Market Appeal 1 94.000 3 Engineering 3 93.000 4 Communications 2 90.000 5… …of 64 different cases of simulations of the house and the results were used for the design… …the most energy-efficient passive design for the house. This decreased the heating energy by… 

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

APA (6th Edition):

Mulepati, S. (2013). A Case Study of Zero Energy Home Built for Solar Decathlon Competition 2013. (Masters Thesis). University of Nevada – Las Vegas. Retrieved from https://digitalscholarship.unlv.edu/thesesdissertations/2012

Chicago Manual of Style (16th Edition):

Mulepati, Sanjib. “A Case Study of Zero Energy Home Built for Solar Decathlon Competition 2013.” 2013. Masters Thesis, University of Nevada – Las Vegas. Accessed June 01, 2020. https://digitalscholarship.unlv.edu/thesesdissertations/2012.

MLA Handbook (7th Edition):

Mulepati, Sanjib. “A Case Study of Zero Energy Home Built for Solar Decathlon Competition 2013.” 2013. Web. 01 Jun 2020.

Vancouver:

Mulepati S. A Case Study of Zero Energy Home Built for Solar Decathlon Competition 2013. [Internet] [Masters thesis]. University of Nevada – Las Vegas; 2013. [cited 2020 Jun 01]. Available from: https://digitalscholarship.unlv.edu/thesesdissertations/2012.

Council of Science Editors:

Mulepati S. A Case Study of Zero Energy Home Built for Solar Decathlon Competition 2013. [Masters Thesis]. University of Nevada – Las Vegas; 2013. Available from: https://digitalscholarship.unlv.edu/thesesdissertations/2012

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