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Dept: Civil Engineering

You searched for subject:(Li ion battery cell model). Showing records 1 – 30 of 391 total matches.

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Virginia Tech

1. Yin, Weihao. Link State Relationships under Incident Conditions: Using a CTM-based Dynamic Traffic Assignment Model.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Urban transportation networks are vulnerable to various incidents. In order to combat the negative effects due to incident-related congestion, various mitigation strategies have been proposed… (more)

Subjects/Keywords: Transportation Engineering; Link State relationship; Dynamic Traffic Assignment; Cell Transmission Model

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APA (6th Edition):

Yin, W. (2010). Link State Relationships under Incident Conditions: Using a CTM-based Dynamic Traffic Assignment Model. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44304

Chicago Manual of Style (16th Edition):

Yin, Weihao. “Link State Relationships under Incident Conditions: Using a CTM-based Dynamic Traffic Assignment Model.” 2010. Masters Thesis, Virginia Tech. Accessed December 14, 2019. http://hdl.handle.net/10919/44304.

MLA Handbook (7th Edition):

Yin, Weihao. “Link State Relationships under Incident Conditions: Using a CTM-based Dynamic Traffic Assignment Model.” 2010. Web. 14 Dec 2019.

Vancouver:

Yin W. Link State Relationships under Incident Conditions: Using a CTM-based Dynamic Traffic Assignment Model. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10919/44304.

Council of Science Editors:

Yin W. Link State Relationships under Incident Conditions: Using a CTM-based Dynamic Traffic Assignment Model. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/44304


Virginia Tech

2. Casturi, Ramakrishna. A Macroscopic Model for Evaluating the Impact of Emergency Vehicle Signla Preemption on Traffic.

Degree: MS, Civil Engineering, 2000, Virginia Tech

 In the past, the study of Emergency Vehicle (EV) signal preemption has been mostly done using field studies. None of the simulation models that are… (more)

Subjects/Keywords: Signal priority; Signal preemption; Emergency vehicles; Macroscopic model; Cell transmission model

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APA (6th Edition):

Casturi, R. (2000). A Macroscopic Model for Evaluating the Impact of Emergency Vehicle Signla Preemption on Traffic. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32403

Chicago Manual of Style (16th Edition):

Casturi, Ramakrishna. “A Macroscopic Model for Evaluating the Impact of Emergency Vehicle Signla Preemption on Traffic.” 2000. Masters Thesis, Virginia Tech. Accessed December 14, 2019. http://hdl.handle.net/10919/32403.

MLA Handbook (7th Edition):

Casturi, Ramakrishna. “A Macroscopic Model for Evaluating the Impact of Emergency Vehicle Signla Preemption on Traffic.” 2000. Web. 14 Dec 2019.

Vancouver:

Casturi R. A Macroscopic Model for Evaluating the Impact of Emergency Vehicle Signla Preemption on Traffic. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10919/32403.

Council of Science Editors:

Casturi R. A Macroscopic Model for Evaluating the Impact of Emergency Vehicle Signla Preemption on Traffic. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/32403


Oregon State University

3. Kelly, Shaun Francis. Non-convective ion movement in unsaturated porous media.

Degree: PhD, Civil Engineering, 1998, Oregon State University

Subjects/Keywords: Ion exchange

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APA (6th Edition):

Kelly, S. F. (1998). Non-convective ion movement in unsaturated porous media. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/34053

Chicago Manual of Style (16th Edition):

Kelly, Shaun Francis. “Non-convective ion movement in unsaturated porous media.” 1998. Doctoral Dissertation, Oregon State University. Accessed December 14, 2019. http://hdl.handle.net/1957/34053.

MLA Handbook (7th Edition):

Kelly, Shaun Francis. “Non-convective ion movement in unsaturated porous media.” 1998. Web. 14 Dec 2019.

Vancouver:

Kelly SF. Non-convective ion movement in unsaturated porous media. [Internet] [Doctoral dissertation]. Oregon State University; 1998. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1957/34053.

Council of Science Editors:

Kelly SF. Non-convective ion movement in unsaturated porous media. [Doctoral Dissertation]. Oregon State University; 1998. Available from: http://hdl.handle.net/1957/34053

4. Srivastava, Anupam. Modified Cell Transmission Model for Bounded Acceleration.

Degree: Civil Engineering, 2016, University of California – Irvine

 Modeling capacity is an integral component towards multiple traffic engineering objectives such as design and evaluation of control strategies. Traffic dynamics at bottlenecks, both on… (more)

Subjects/Keywords: Transportation; Civil engineering; Engineering; Bottlenecks; Bounded Acceleration; Capacity Drop; Cell Transmission Model; Traffic Flow Modeling

…illustration of the Cell Transmission Model . . . . . . . . . . . . . . . . . Discharge flow-rate and… …of the Cell Transmission Model showing the discretization scheme and the demand supply… …Srivastava, W.-L. Jin, J.-P. Lebacque (2015). A modified Cell Transmission Model with… …PUBLICATIONS A. Srivastava, W.-L. Jin. A Lane Changing Cell Transmission Model for Modeling Capacity… …D.C., Jan 2016. A. Srivastava, W.-L. Jin, J.-P. Lebacque. A Modified Cell Transmission Model… 

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APA (6th Edition):

Srivastava, A. (2016). Modified Cell Transmission Model for Bounded Acceleration. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/7dx478g4

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):

Srivastava, Anupam. “Modified Cell Transmission Model for Bounded Acceleration.” 2016. Thesis, University of California – Irvine. Accessed December 14, 2019. http://www.escholarship.org/uc/item/7dx478g4.

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

MLA Handbook (7th Edition):

Srivastava, Anupam. “Modified Cell Transmission Model for Bounded Acceleration.” 2016. Web. 14 Dec 2019.

Vancouver:

Srivastava A. Modified Cell Transmission Model for Bounded Acceleration. [Internet] [Thesis]. University of California – Irvine; 2016. [cited 2019 Dec 14]. Available from: http://www.escholarship.org/uc/item/7dx478g4.

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

Council of Science Editors:

Srivastava A. Modified Cell Transmission Model for Bounded Acceleration. [Thesis]. University of California – Irvine; 2016. Available from: http://www.escholarship.org/uc/item/7dx478g4

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


Texas A&M University

5. Roy, Samarpita. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Biofuels are increasingly gaining importance as an energy source. The MixAlco® process is a biomass-to-energy technology that uses mixed cultures of microorganisms to convert biomass… (more)

Subjects/Keywords: MixAlco process; ion exchange resin; fermentation; mixed-acid

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APA (6th Edition):

Roy, S. (2014). Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174665

Chicago Manual of Style (16th Edition):

Roy, Samarpita. “Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.” 2014. Masters Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/174665.

MLA Handbook (7th Edition):

Roy, Samarpita. “Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.” 2014. Web. 14 Dec 2019.

Vancouver:

Roy S. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/174665.

Council of Science Editors:

Roy S. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/174665


Texas A&M University

6. Roy, Samarpita. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Biofuels are increasingly gaining importance as an energy source. The MixAlco® process is a biomass-to-energy technology that uses mixed cultures of microorganisms to convert biomass… (more)

Subjects/Keywords: MixAlco process; ion exchange resin; fermentation; mixed-acid

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APA (6th Edition):

Roy, S. (2014). Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174664

Chicago Manual of Style (16th Edition):

Roy, Samarpita. “Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.” 2014. Masters Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/174664.

MLA Handbook (7th Edition):

Roy, Samarpita. “Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.” 2014. Web. 14 Dec 2019.

Vancouver:

Roy S. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/174664.

Council of Science Editors:

Roy S. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/174664


Texas A&M University

7. Roy, Samarpita. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 Biofuels are increasingly gaining importance as an energy source. The MixAlco® process is a biomass-to-energy technology that uses mixed cultures of microorganisms to convert biomass… (more)

Subjects/Keywords: MixAlco process; ion exchange resin; fermentation; mixed-acid

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

APA (6th Edition):

Roy, S. (2014). Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/174666

Chicago Manual of Style (16th Edition):

Roy, Samarpita. “Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.” 2014. Masters Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/174666.

MLA Handbook (7th Edition):

Roy, Samarpita. “Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations.” 2014. Web. 14 Dec 2019.

Vancouver:

Roy S. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/174666.

Council of Science Editors:

Roy S. Effect of Extraction Using Ion-Exchange Resins on Batch Mixed-Acid Fermentations. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/174666


University of Connecticut

8. Li, Jingcheng. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).

Degree: MS, Civil Engineering, 2011, University of Connecticut

  Ultra-high performance concrete (UHPC) has been developed in recent decades as a new class of concrete which exhibits increased strength, durability and long-term stability… (more)

Subjects/Keywords: constitutive model; elastic-plastic model; damage model; LS-DYNA; ABAQUS

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APA (6th Edition):

Li, J. (2011). Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/185

Chicago Manual of Style (16th Edition):

Li, Jingcheng. “Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).” 2011. Masters Thesis, University of Connecticut. Accessed December 14, 2019. https://opencommons.uconn.edu/gs_theses/185.

MLA Handbook (7th Edition):

Li, Jingcheng. “Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC).” 2011. Web. 14 Dec 2019.

Vancouver:

Li J. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2019 Dec 14]. Available from: https://opencommons.uconn.edu/gs_theses/185.

Council of Science Editors:

Li J. Evaluation of Elastic-Plastic and Damage Models for Ultra High Performance Concrete (UHPC). [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/185


UCLA

9. Puerta Falla, Guillermo Leon. Reactive Limestone as a Strategy Towards Low-Clinker Factor Cements.

Degree: Civil Engineering, 2016, UCLA

 Ordinary portland cement production accounts for at least 5% of global CO2 emissions. As the principal component in concrete formulations in addition to the expansion,… (more)

Subjects/Keywords: Engineering; Sustainability; Civil engineering; AFm phases; Calcium Carboaluminate; Cement; Filler effect; Ion exchange; Limestone

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APA (6th Edition):

Puerta Falla, G. L. (2016). Reactive Limestone as a Strategy Towards Low-Clinker Factor Cements. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/1437c326

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):

Puerta Falla, Guillermo Leon. “Reactive Limestone as a Strategy Towards Low-Clinker Factor Cements.” 2016. Thesis, UCLA. Accessed December 14, 2019. http://www.escholarship.org/uc/item/1437c326.

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

MLA Handbook (7th Edition):

Puerta Falla, Guillermo Leon. “Reactive Limestone as a Strategy Towards Low-Clinker Factor Cements.” 2016. Web. 14 Dec 2019.

Vancouver:

Puerta Falla GL. Reactive Limestone as a Strategy Towards Low-Clinker Factor Cements. [Internet] [Thesis]. UCLA; 2016. [cited 2019 Dec 14]. Available from: http://www.escholarship.org/uc/item/1437c326.

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

Council of Science Editors:

Puerta Falla GL. Reactive Limestone as a Strategy Towards Low-Clinker Factor Cements. [Thesis]. UCLA; 2016. Available from: http://www.escholarship.org/uc/item/1437c326

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


University of Tennessee – Knoxville

10. Buchanan, Brian Ray. Performance Specification for Tennessee Bridge Decks.

Degree: MS, Civil Engineering, 2011, University of Tennessee – Knoxville

  In today’s world of ever increasing demand on a weakening infrastructure, concentration is being firmly placed on increasing the sustainability of that infrastructure. Tennessee’s… (more)

Subjects/Keywords: Rapid Chloride Ion Penetration Test; Surface Resistivity Test; Concrete Durability; Structural Engineering

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APA (6th Edition):

Buchanan, B. R. (2011). Performance Specification for Tennessee Bridge Decks. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/1060

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):

Buchanan, Brian Ray. “Performance Specification for Tennessee Bridge Decks.” 2011. Thesis, University of Tennessee – Knoxville. Accessed December 14, 2019. https://trace.tennessee.edu/utk_gradthes/1060.

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

MLA Handbook (7th Edition):

Buchanan, Brian Ray. “Performance Specification for Tennessee Bridge Decks.” 2011. Web. 14 Dec 2019.

Vancouver:

Buchanan BR. Performance Specification for Tennessee Bridge Decks. [Internet] [Thesis]. University of Tennessee – Knoxville; 2011. [cited 2019 Dec 14]. Available from: https://trace.tennessee.edu/utk_gradthes/1060.

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

Council of Science Editors:

Buchanan BR. Performance Specification for Tennessee Bridge Decks. [Thesis]. University of Tennessee – Knoxville; 2011. Available from: https://trace.tennessee.edu/utk_gradthes/1060

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


University of New Mexico

11. Goldman, Joshua E. Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange.

Degree: Civil Engineering, 2012, University of New Mexico

 A treatment process for reverse osmosis concentrate was developed to recover selected salts and increase fresh water recovery. The process utilizes cation and anion exchange… (more)

Subjects/Keywords: Saline water conversion – Ion exchange process; Saline water conversion – Reverse osmosis process; Precipitation (Chemistry)

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APA (6th Edition):

Goldman, J. E. (2012). Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/20825

Chicago Manual of Style (16th Edition):

Goldman, Joshua E. “Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange.” 2012. Doctoral Dissertation, University of New Mexico. Accessed December 14, 2019. http://hdl.handle.net/1928/20825.

MLA Handbook (7th Edition):

Goldman, Joshua E. “Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange.” 2012. Web. 14 Dec 2019.

Vancouver:

Goldman JE. Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange. [Internet] [Doctoral dissertation]. University of New Mexico; 2012. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1928/20825.

Council of Science Editors:

Goldman JE. Selective salt recovery from reverse osmosis concentrate using inter-stage ion exchange. [Doctoral Dissertation]. University of New Mexico; 2012. Available from: http://hdl.handle.net/1928/20825


University of Manitoba

12. Brezinski, Kenneth. High performance size-exclusion chromatography (HPSEC) as a natural organic matter (NOM) property indicator in ion-exchange (IX) applications.

Degree: Civil Engineering, 2018, University of Manitoba

 The main objective of this research was to develop an algorithm that would be able to relate ultraviolet absorbing moieties in potable water to disinfection… (more)

Subjects/Keywords: Ion exchange; Natural organic matter; Adsorption; Dissolved organic carbon; Trihalomethanes; Disinfection by-products

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APA (6th Edition):

Brezinski, K. (2018). High performance size-exclusion chromatography (HPSEC) as a natural organic matter (NOM) property indicator in ion-exchange (IX) applications. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33316

Chicago Manual of Style (16th Edition):

Brezinski, Kenneth. “High performance size-exclusion chromatography (HPSEC) as a natural organic matter (NOM) property indicator in ion-exchange (IX) applications.” 2018. Masters Thesis, University of Manitoba. Accessed December 14, 2019. http://hdl.handle.net/1993/33316.

MLA Handbook (7th Edition):

Brezinski, Kenneth. “High performance size-exclusion chromatography (HPSEC) as a natural organic matter (NOM) property indicator in ion-exchange (IX) applications.” 2018. Web. 14 Dec 2019.

Vancouver:

Brezinski K. High performance size-exclusion chromatography (HPSEC) as a natural organic matter (NOM) property indicator in ion-exchange (IX) applications. [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1993/33316.

Council of Science Editors:

Brezinski K. High performance size-exclusion chromatography (HPSEC) as a natural organic matter (NOM) property indicator in ion-exchange (IX) applications. [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33316


University of New Mexico

13. Shahi, Ayush R. Application of Cation Exchange and Nanofiltration to treat Flue Gas Desulfurization Wastewater.

Degree: Civil Engineering, 2019, University of New Mexico

  Application of Cation Exchange and Nanofiltration to Treat Flue Gas Desulfurization Wastewater Ayush Raj Shahi Bachelor’s in engineering in Civil Engineering Master of Science… (more)

Subjects/Keywords: Ion Exchange; Nanofiltration; Flue Gas Desulfurization; Wastewater; Gypsum; Brucite; Civil and Environmental Engineering

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APA (6th Edition):

Shahi, A. R. (2019). Application of Cation Exchange and Nanofiltration to treat Flue Gas Desulfurization Wastewater. (Masters Thesis). University of New Mexico. Retrieved from https://digitalrepository.unm.edu/ce_etds/231

Chicago Manual of Style (16th Edition):

Shahi, Ayush R. “Application of Cation Exchange and Nanofiltration to treat Flue Gas Desulfurization Wastewater.” 2019. Masters Thesis, University of New Mexico. Accessed December 14, 2019. https://digitalrepository.unm.edu/ce_etds/231.

MLA Handbook (7th Edition):

Shahi, Ayush R. “Application of Cation Exchange and Nanofiltration to treat Flue Gas Desulfurization Wastewater.” 2019. Web. 14 Dec 2019.

Vancouver:

Shahi AR. Application of Cation Exchange and Nanofiltration to treat Flue Gas Desulfurization Wastewater. [Internet] [Masters thesis]. University of New Mexico; 2019. [cited 2019 Dec 14]. Available from: https://digitalrepository.unm.edu/ce_etds/231.

Council of Science Editors:

Shahi AR. Application of Cation Exchange and Nanofiltration to treat Flue Gas Desulfurization Wastewater. [Masters Thesis]. University of New Mexico; 2019. Available from: https://digitalrepository.unm.edu/ce_etds/231


Vanderbilt University

14. Mullins, Joshua Grady. Resource Allocation for Uncertainty Quantification and Reduction.

Degree: PhD, Civil Engineering, 2014, Vanderbilt University

 This dissertation explores resource allocation methods for quantification and reduction of prediction uncertainty from computational models, in order to enable risk assessment and decision-making in… (more)

Subjects/Keywords: resource allocation; model calibration; model validation; model selection; test selection; uncertainty quantification

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APA (6th Edition):

Mullins, J. G. (2014). Resource Allocation for Uncertainty Quantification and Reduction. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-08222014-163854/ ;

Chicago Manual of Style (16th Edition):

Mullins, Joshua Grady. “Resource Allocation for Uncertainty Quantification and Reduction.” 2014. Doctoral Dissertation, Vanderbilt University. Accessed December 14, 2019. http://etd.library.vanderbilt.edu/available/etd-08222014-163854/ ;.

MLA Handbook (7th Edition):

Mullins, Joshua Grady. “Resource Allocation for Uncertainty Quantification and Reduction.” 2014. Web. 14 Dec 2019.

Vancouver:

Mullins JG. Resource Allocation for Uncertainty Quantification and Reduction. [Internet] [Doctoral dissertation]. Vanderbilt University; 2014. [cited 2019 Dec 14]. Available from: http://etd.library.vanderbilt.edu/available/etd-08222014-163854/ ;.

Council of Science Editors:

Mullins JG. Resource Allocation for Uncertainty Quantification and Reduction. [Doctoral Dissertation]. Vanderbilt University; 2014. Available from: http://etd.library.vanderbilt.edu/available/etd-08222014-163854/ ;


Arizona State University

15. Ziems, Sarah Elia. An Assessment of Stochastic Variability and Convergence Characteristics in Travel Microsimulation Models.

Degree: MS, Civil Engineering, 2010, Arizona State University

 In the middle of the 20th century in the United States, transportation and infrastructure development became a priority on the national agenda, instigating the development… (more)

Subjects/Keywords: Civil Engineering; Model Convergence; Model Variability; Probabilistic Choice; Random Number; TRANSIMS; Transportation Model

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APA (6th Edition):

Ziems, S. E. (2010). An Assessment of Stochastic Variability and Convergence Characteristics in Travel Microsimulation Models. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/8815

Chicago Manual of Style (16th Edition):

Ziems, Sarah Elia. “An Assessment of Stochastic Variability and Convergence Characteristics in Travel Microsimulation Models.” 2010. Masters Thesis, Arizona State University. Accessed December 14, 2019. http://repository.asu.edu/items/8815.

MLA Handbook (7th Edition):

Ziems, Sarah Elia. “An Assessment of Stochastic Variability and Convergence Characteristics in Travel Microsimulation Models.” 2010. Web. 14 Dec 2019.

Vancouver:

Ziems SE. An Assessment of Stochastic Variability and Convergence Characteristics in Travel Microsimulation Models. [Internet] [Masters thesis]. Arizona State University; 2010. [cited 2019 Dec 14]. Available from: http://repository.asu.edu/items/8815.

Council of Science Editors:

Ziems SE. An Assessment of Stochastic Variability and Convergence Characteristics in Travel Microsimulation Models. [Masters Thesis]. Arizona State University; 2010. Available from: http://repository.asu.edu/items/8815


California State University – Sacramento

16. Ho, Patrick. Shasta Dam operations and stream temperature sensitivities in response to climate change.

Degree: MS, Civil Engineering, 2014, California State University – Sacramento

 Shasta Reservoir maintains critical stream habitat by releasing cold-water on the Sacramento River to almost ~50 miles downstream in support of seasonal spawning runs of… (more)

Subjects/Keywords: Sacramento River; Water quality model

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APA (6th Edition):

Ho, P. (2014). Shasta Dam operations and stream temperature sensitivities in response to climate change. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.3/124963

Chicago Manual of Style (16th Edition):

Ho, Patrick. “Shasta Dam operations and stream temperature sensitivities in response to climate change.” 2014. Masters Thesis, California State University – Sacramento. Accessed December 14, 2019. http://hdl.handle.net/10211.3/124963.

MLA Handbook (7th Edition):

Ho, Patrick. “Shasta Dam operations and stream temperature sensitivities in response to climate change.” 2014. Web. 14 Dec 2019.

Vancouver:

Ho P. Shasta Dam operations and stream temperature sensitivities in response to climate change. [Internet] [Masters thesis]. California State University – Sacramento; 2014. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10211.3/124963.

Council of Science Editors:

Ho P. Shasta Dam operations and stream temperature sensitivities in response to climate change. [Masters Thesis]. California State University – Sacramento; 2014. Available from: http://hdl.handle.net/10211.3/124963


Penn State University

17. Seifert, Corinne Meredith. Simplified Numerical Bridge Model Subject to Blast Loads.

Degree: MS, Civil Engineering, 2014, Penn State University

 Damage to a pier column will take a bridge out-of-service, or worse, lead to a complete bridge failure. Besides the importance of civilian safety, maintaining… (more)

Subjects/Keywords: Bridge; Column; Blast; Numerical; Model

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APA (6th Edition):

Seifert, C. M. (2014). Simplified Numerical Bridge Model Subject to Blast Loads. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/22107

Chicago Manual of Style (16th Edition):

Seifert, Corinne Meredith. “Simplified Numerical Bridge Model Subject to Blast Loads.” 2014. Masters Thesis, Penn State University. Accessed December 14, 2019. https://etda.libraries.psu.edu/catalog/22107.

MLA Handbook (7th Edition):

Seifert, Corinne Meredith. “Simplified Numerical Bridge Model Subject to Blast Loads.” 2014. Web. 14 Dec 2019.

Vancouver:

Seifert CM. Simplified Numerical Bridge Model Subject to Blast Loads. [Internet] [Masters thesis]. Penn State University; 2014. [cited 2019 Dec 14]. Available from: https://etda.libraries.psu.edu/catalog/22107.

Council of Science Editors:

Seifert CM. Simplified Numerical Bridge Model Subject to Blast Loads. [Masters Thesis]. Penn State University; 2014. Available from: https://etda.libraries.psu.edu/catalog/22107


University of Manitoba

18. Chanel, Paul Guy. An evaluation of computational fluid dynamics for spillway modeling.

Degree: Civil Engineering, 2009, University of Manitoba

 As a part of the design process for hydro-electric generating stations, hydraulic engineers typically conduct some form of model testing. The desired outcome from the… (more)

Subjects/Keywords: Numerical; Model

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APA (6th Edition):

Chanel, P. G. (2009). An evaluation of computational fluid dynamics for spillway modeling. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/3112

Chicago Manual of Style (16th Edition):

Chanel, Paul Guy. “An evaluation of computational fluid dynamics for spillway modeling.” 2009. Masters Thesis, University of Manitoba. Accessed December 14, 2019. http://hdl.handle.net/1993/3112.

MLA Handbook (7th Edition):

Chanel, Paul Guy. “An evaluation of computational fluid dynamics for spillway modeling.” 2009. Web. 14 Dec 2019.

Vancouver:

Chanel PG. An evaluation of computational fluid dynamics for spillway modeling. [Internet] [Masters thesis]. University of Manitoba; 2009. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1993/3112.

Council of Science Editors:

Chanel PG. An evaluation of computational fluid dynamics for spillway modeling. [Masters Thesis]. University of Manitoba; 2009. Available from: http://hdl.handle.net/1993/3112


Texas A&M University

19. De La Fuente, Nataly. Optimal Material Model for Analysis of Wood Guardrail.

Degree: MS, Civil Engineering, 2018, Texas A&M University

 The overall performance of guardrail systems is mostly dependent on the strength of the wood posts. Therefore, developing an accurate model of wood post components… (more)

Subjects/Keywords: wood; model; material; post

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APA (6th Edition):

De La Fuente, N. (2018). Optimal Material Model for Analysis of Wood Guardrail. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173409

Chicago Manual of Style (16th Edition):

De La Fuente, Nataly. “Optimal Material Model for Analysis of Wood Guardrail.” 2018. Masters Thesis, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/173409.

MLA Handbook (7th Edition):

De La Fuente, Nataly. “Optimal Material Model for Analysis of Wood Guardrail.” 2018. Web. 14 Dec 2019.

Vancouver:

De La Fuente N. Optimal Material Model for Analysis of Wood Guardrail. [Internet] [Masters thesis]. Texas A&M University; 2018. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/173409.

Council of Science Editors:

De La Fuente N. Optimal Material Model for Analysis of Wood Guardrail. [Masters Thesis]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173409


University of California – Irvine

20. SUN, YUE. Commodity Based Freight Demand Modeling Framework using Structural Regression Model.

Degree: Civil Engineering, 2018, University of California – Irvine

 Among the main freight modeling approaches, commodity-based models stand out in their ability to incorporate all travel modes and capture the economic mechanisms driving freight… (more)

Subjects/Keywords: Transportation; Commodity clustering; Freight demand model; Freight direct demand model; Freight economic centroid; Freight generation model; Structural regression model

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APA (6th Edition):

SUN, Y. (2018). Commodity Based Freight Demand Modeling Framework using Structural Regression Model. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/0dv8r320

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):

SUN, YUE. “Commodity Based Freight Demand Modeling Framework using Structural Regression Model.” 2018. Thesis, University of California – Irvine. Accessed December 14, 2019. http://www.escholarship.org/uc/item/0dv8r320.

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

MLA Handbook (7th Edition):

SUN, YUE. “Commodity Based Freight Demand Modeling Framework using Structural Regression Model.” 2018. Web. 14 Dec 2019.

Vancouver:

SUN Y. Commodity Based Freight Demand Modeling Framework using Structural Regression Model. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Dec 14]. Available from: http://www.escholarship.org/uc/item/0dv8r320.

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

Council of Science Editors:

SUN Y. Commodity Based Freight Demand Modeling Framework using Structural Regression Model. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/0dv8r320

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


Penn State University

21. Bai, Yaoling. A TOP-DOWN FRAMEWORK FOR WATERSHED MODEL EVALUATION AND SELECTION UNDER UNCERTAINTY.

Degree: MS, Civil Engineering, 2008, Penn State University

 This study presents a novel top-down strategy for model evaluation and selection under uncertainty. It extends the top-down approach suggested by Klemes and formalized by… (more)

Subjects/Keywords: model selection; top-down approach; hydrologic model; uncertainty

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APA (6th Edition):

Bai, Y. (2008). A TOP-DOWN FRAMEWORK FOR WATERSHED MODEL EVALUATION AND SELECTION UNDER UNCERTAINTY. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8713

Chicago Manual of Style (16th Edition):

Bai, Yaoling. “A TOP-DOWN FRAMEWORK FOR WATERSHED MODEL EVALUATION AND SELECTION UNDER UNCERTAINTY.” 2008. Masters Thesis, Penn State University. Accessed December 14, 2019. https://etda.libraries.psu.edu/catalog/8713.

MLA Handbook (7th Edition):

Bai, Yaoling. “A TOP-DOWN FRAMEWORK FOR WATERSHED MODEL EVALUATION AND SELECTION UNDER UNCERTAINTY.” 2008. Web. 14 Dec 2019.

Vancouver:

Bai Y. A TOP-DOWN FRAMEWORK FOR WATERSHED MODEL EVALUATION AND SELECTION UNDER UNCERTAINTY. [Internet] [Masters thesis]. Penn State University; 2008. [cited 2019 Dec 14]. Available from: https://etda.libraries.psu.edu/catalog/8713.

Council of Science Editors:

Bai Y. A TOP-DOWN FRAMEWORK FOR WATERSHED MODEL EVALUATION AND SELECTION UNDER UNCERTAINTY. [Masters Thesis]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/8713


Penn State University

22. Luo, Xi. Dynamic Response of Overlay Pavement Due to Moving Load.

Degree: MS, Civil Engineering, 2015, Penn State University

 A full-scale accelerated pavement test on unbonded concrete overlays was conducted in 2006 to 2009, sponsored by the IPRF (Innovative Pavement Research Foundation), and performed… (more)

Subjects/Keywords: Unbonded Overlay; Analytical model; Numerical Model; Moving Load

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APA (6th Edition):

Luo, X. (2015). Dynamic Response of Overlay Pavement Due to Moving Load. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/28939

Chicago Manual of Style (16th Edition):

Luo, Xi. “Dynamic Response of Overlay Pavement Due to Moving Load.” 2015. Masters Thesis, Penn State University. Accessed December 14, 2019. https://etda.libraries.psu.edu/catalog/28939.

MLA Handbook (7th Edition):

Luo, Xi. “Dynamic Response of Overlay Pavement Due to Moving Load.” 2015. Web. 14 Dec 2019.

Vancouver:

Luo X. Dynamic Response of Overlay Pavement Due to Moving Load. [Internet] [Masters thesis]. Penn State University; 2015. [cited 2019 Dec 14]. Available from: https://etda.libraries.psu.edu/catalog/28939.

Council of Science Editors:

Luo X. Dynamic Response of Overlay Pavement Due to Moving Load. [Masters Thesis]. Penn State University; 2015. Available from: https://etda.libraries.psu.edu/catalog/28939


Virginia Tech

23. Higgs, Bryan James. Application of Naturalistic Truck Driving Data to Analyze and Improve Car Following Models.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 This research effort aims to compare car-following models when the models are calibrated to individual drivers with the naturalistic data. The models used are the… (more)

Subjects/Keywords: GHR Model; Wiedemann Model; Car Following; Naturalistic Data

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APA (6th Edition):

Higgs, B. J. (2011). Application of Naturalistic Truck Driving Data to Analyze and Improve Car Following Models. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36089

Chicago Manual of Style (16th Edition):

Higgs, Bryan James. “Application of Naturalistic Truck Driving Data to Analyze and Improve Car Following Models.” 2011. Masters Thesis, Virginia Tech. Accessed December 14, 2019. http://hdl.handle.net/10919/36089.

MLA Handbook (7th Edition):

Higgs, Bryan James. “Application of Naturalistic Truck Driving Data to Analyze and Improve Car Following Models.” 2011. Web. 14 Dec 2019.

Vancouver:

Higgs BJ. Application of Naturalistic Truck Driving Data to Analyze and Improve Car Following Models. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10919/36089.

Council of Science Editors:

Higgs BJ. Application of Naturalistic Truck Driving Data to Analyze and Improve Car Following Models. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/36089


Stellenbosch University

24. Eigelaar, Lerika Susan. Scale model validation of QUAYSIM and WAVESCAT numerical models of ship motions.

Degree: MSc, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ABSTRACT: Various numerical modelling software packages are available for predicting moored ship motions and forces. The focus of this study was to validate the… (more)

Subjects/Keywords: Numerical Models  – Validation; QUAYSIM numerical model; WAVESCAT numerical model; UCTD

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APA (6th Edition):

Eigelaar, L. S. (2015). Scale model validation of QUAYSIM and WAVESCAT numerical models of ship motions. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96758

Chicago Manual of Style (16th Edition):

Eigelaar, Lerika Susan. “Scale model validation of QUAYSIM and WAVESCAT numerical models of ship motions.” 2015. Masters Thesis, Stellenbosch University. Accessed December 14, 2019. http://hdl.handle.net/10019.1/96758.

MLA Handbook (7th Edition):

Eigelaar, Lerika Susan. “Scale model validation of QUAYSIM and WAVESCAT numerical models of ship motions.” 2015. Web. 14 Dec 2019.

Vancouver:

Eigelaar LS. Scale model validation of QUAYSIM and WAVESCAT numerical models of ship motions. [Internet] [Masters thesis]. Stellenbosch University; 2015. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/10019.1/96758.

Council of Science Editors:

Eigelaar LS. Scale model validation of QUAYSIM and WAVESCAT numerical models of ship motions. [Masters Thesis]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/96758


University of Illinois – Urbana-Champaign

25. He, Tianyu. Comparing Dual Drainage Model (DDM) with SWMM: a case study in John Street watershed, Champaign IL.

Degree: MS, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 This study investigated the capacity and uncertainty of Dual Drainage Model (DDM) in urban storm water management by modeling dual drainage system in John Street… (more)

Subjects/Keywords: Dual Drainage Model (DDM); Storm Water Management Model (SWMM); dual drainage

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APA (6th Edition):

He, T. (2015). Comparing Dual Drainage Model (DDM) with SWMM: a case study in John Street watershed, Champaign IL. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/89138

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):

He, Tianyu. “Comparing Dual Drainage Model (DDM) with SWMM: a case study in John Street watershed, Champaign IL.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed December 14, 2019. http://hdl.handle.net/2142/89138.

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

MLA Handbook (7th Edition):

He, Tianyu. “Comparing Dual Drainage Model (DDM) with SWMM: a case study in John Street watershed, Champaign IL.” 2015. Web. 14 Dec 2019.

Vancouver:

He T. Comparing Dual Drainage Model (DDM) with SWMM: a case study in John Street watershed, Champaign IL. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/2142/89138.

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

Council of Science Editors:

He T. Comparing Dual Drainage Model (DDM) with SWMM: a case study in John Street watershed, Champaign IL. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/89138

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


University of Illinois – Urbana-Champaign

26. Dankert, Guillermo Leo. Optimal resource allocation to maximize model accuracy.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 In the modelling of civil engineering structures, the engineer should make several assumptions to obtain a reasonable prediction of the behavior of the structure. Experience… (more)

Subjects/Keywords: Model uncertainty; Structural engineering; Soil structure interaction; Multi-model uncertainty propagation

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APA (6th Edition):

Dankert, G. L. (2017). Optimal resource allocation to maximize model accuracy. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97467

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):

Dankert, Guillermo Leo. “Optimal resource allocation to maximize model accuracy.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed December 14, 2019. http://hdl.handle.net/2142/97467.

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

MLA Handbook (7th Edition):

Dankert, Guillermo Leo. “Optimal resource allocation to maximize model accuracy.” 2017. Web. 14 Dec 2019.

Vancouver:

Dankert GL. Optimal resource allocation to maximize model accuracy. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/2142/97467.

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

Council of Science Editors:

Dankert GL. Optimal resource allocation to maximize model accuracy. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97467

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


Texas A&M University

27. Murphy, Brittany Rene. Temperature-Driven Structural Identification for Bridge Performance Evaluation.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 Bridges serve as integral components of infrastructure all around the world. Their direct impact to society is substantial, and their reliability is paramount. As such,… (more)

Subjects/Keywords: structural identification; thermal behavior; temperature; bridge performance; single model; multiple model

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APA (6th Edition):

Murphy, B. R. (2019). Temperature-Driven Structural Identification for Bridge Performance Evaluation. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/185081

Chicago Manual of Style (16th Edition):

Murphy, Brittany Rene. “Temperature-Driven Structural Identification for Bridge Performance Evaluation.” 2019. Doctoral Dissertation, Texas A&M University. Accessed December 14, 2019. http://hdl.handle.net/1969.1/185081.

MLA Handbook (7th Edition):

Murphy, Brittany Rene. “Temperature-Driven Structural Identification for Bridge Performance Evaluation.” 2019. Web. 14 Dec 2019.

Vancouver:

Murphy BR. Temperature-Driven Structural Identification for Bridge Performance Evaluation. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2019 Dec 14]. Available from: http://hdl.handle.net/1969.1/185081.

Council of Science Editors:

Murphy BR. Temperature-Driven Structural Identification for Bridge Performance Evaluation. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/185081


University of Akron

28. Less, John Ryan. Comparison of Natural Organic Matter (NOM) Removal Processes on Disinfection Byproduct (DBP) Formation During Drinking Water Treatment.

Degree: MSin Engineering, Civil Engineering, 2010, University of Akron

  Natural aquatic organic matter (NOM) reacts with chlorinated disinfectants used to treat public drinking water supplies resulting in the formation of toxic and carcinogenic… (more)

Subjects/Keywords: Environmental Engineering; Natural organic matter; DBP formation; anion exchange resins; MIEX; Magnetic Ion exchange; Coagulation treament

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APA (6th Edition):

Less, J. R. (2010). Comparison of Natural Organic Matter (NOM) Removal Processes on Disinfection Byproduct (DBP) Formation During Drinking Water Treatment. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1293217404

Chicago Manual of Style (16th Edition):

Less, John Ryan. “Comparison of Natural Organic Matter (NOM) Removal Processes on Disinfection Byproduct (DBP) Formation During Drinking Water Treatment.” 2010. Masters Thesis, University of Akron. Accessed December 14, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1293217404.

MLA Handbook (7th Edition):

Less, John Ryan. “Comparison of Natural Organic Matter (NOM) Removal Processes on Disinfection Byproduct (DBP) Formation During Drinking Water Treatment.” 2010. Web. 14 Dec 2019.

Vancouver:

Less JR. Comparison of Natural Organic Matter (NOM) Removal Processes on Disinfection Byproduct (DBP) Formation During Drinking Water Treatment. [Internet] [Masters thesis]. University of Akron; 2010. [cited 2019 Dec 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1293217404.

Council of Science Editors:

Less JR. Comparison of Natural Organic Matter (NOM) Removal Processes on Disinfection Byproduct (DBP) Formation During Drinking Water Treatment. [Masters Thesis]. University of Akron; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1293217404


University of Tennessee – Knoxville

29. Ryan, Eric William. Comparison of Two Methods for the Assessment of Chloride Ion Penetration in Concrete: A Field Study.

Degree: MS, Civil Engineering, 2011, University of Tennessee – Knoxville

  The currently accepted method for assessing the resistance of concrete to penetration of chloride ions is ASTM C1202, commonly known as the “Rapid Chloride… (more)

Subjects/Keywords: Concrete; Chloride Ion Penetration; Surface Resistivity; Performance Based Specification; Tennessee Department of Transportation; Civil Engineering; Structural Engineering

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APA (6th Edition):

Ryan, E. W. (2011). Comparison of Two Methods for the Assessment of Chloride Ion Penetration in Concrete: A Field Study. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/1017

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):

Ryan, Eric William. “Comparison of Two Methods for the Assessment of Chloride Ion Penetration in Concrete: A Field Study.” 2011. Thesis, University of Tennessee – Knoxville. Accessed December 14, 2019. https://trace.tennessee.edu/utk_gradthes/1017.

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

MLA Handbook (7th Edition):

Ryan, Eric William. “Comparison of Two Methods for the Assessment of Chloride Ion Penetration in Concrete: A Field Study.” 2011. Web. 14 Dec 2019.

Vancouver:

Ryan EW. Comparison of Two Methods for the Assessment of Chloride Ion Penetration in Concrete: A Field Study. [Internet] [Thesis]. University of Tennessee – Knoxville; 2011. [cited 2019 Dec 14]. Available from: https://trace.tennessee.edu/utk_gradthes/1017.

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

Council of Science Editors:

Ryan EW. Comparison of Two Methods for the Assessment of Chloride Ion Penetration in Concrete: A Field Study. [Thesis]. University of Tennessee – Knoxville; 2011. Available from: https://trace.tennessee.edu/utk_gradthes/1017

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


University of Tennessee – Knoxville

30. Nidiffer, Robert Clark. Efficacy of a Ternary Blend in Improving Bridge Deck Concrete Durability in Tennessee.

Degree: MS, Civil Engineering, 2012, University of Tennessee – Knoxville

  A study related to the durability of bridge deck concrete in the state of Tennessee has been ongoing at the University of Tennessee (UT)… (more)

Subjects/Keywords: Durability; Ternary Blend; Supplementary Cementitious Material; Surface Resistivity; Rapid Chloride Ion Penetration; Permeability; Civil Engineering; Construction Engineering and Management; Structural Engineering

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APA (6th Edition):

Nidiffer, R. C. (2012). Efficacy of a Ternary Blend in Improving Bridge Deck Concrete Durability in Tennessee. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/1284

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):

Nidiffer, Robert Clark. “Efficacy of a Ternary Blend in Improving Bridge Deck Concrete Durability in Tennessee.” 2012. Thesis, University of Tennessee – Knoxville. Accessed December 14, 2019. https://trace.tennessee.edu/utk_gradthes/1284.

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

MLA Handbook (7th Edition):

Nidiffer, Robert Clark. “Efficacy of a Ternary Blend in Improving Bridge Deck Concrete Durability in Tennessee.” 2012. Web. 14 Dec 2019.

Vancouver:

Nidiffer RC. Efficacy of a Ternary Blend in Improving Bridge Deck Concrete Durability in Tennessee. [Internet] [Thesis]. University of Tennessee – Knoxville; 2012. [cited 2019 Dec 14]. Available from: https://trace.tennessee.edu/utk_gradthes/1284.

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

Council of Science Editors:

Nidiffer RC. Efficacy of a Ternary Blend in Improving Bridge Deck Concrete Durability in Tennessee. [Thesis]. University of Tennessee – Knoxville; 2012. Available from: https://trace.tennessee.edu/utk_gradthes/1284

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

[1] [2] [3] [4] [5] … [14]

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