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You searched for +publisher:"Colorado State University" +contributor:("Atadero, Rebecca"). Showing records 1 – 30 of 53 total matches.

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Colorado State University

1. Mata Carrillo, Oscar Rafael. Evaluating the bond durability of FRP-concrete systems subjected to environmental exposures.

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

 The poor current condition of transportation infrastructure in the U.S. is well documented. With traffic volumes on the rise, as well as limited funding available… (more)

Subjects/Keywords: bond; pull off tests; FRP; durability; concrete

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APA (6th Edition):

Mata Carrillo, O. R. (2012). Evaluating the bond durability of FRP-concrete systems subjected to environmental exposures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/74420

Chicago Manual of Style (16th Edition):

Mata Carrillo, Oscar Rafael. “Evaluating the bond durability of FRP-concrete systems subjected to environmental exposures.” 2012. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/74420.

MLA Handbook (7th Edition):

Mata Carrillo, Oscar Rafael. “Evaluating the bond durability of FRP-concrete systems subjected to environmental exposures.” 2012. Web. 05 Mar 2021.

Vancouver:

Mata Carrillo OR. Evaluating the bond durability of FRP-concrete systems subjected to environmental exposures. [Internet] [Masters thesis]. Colorado State University; 2012. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/74420.

Council of Science Editors:

Mata Carrillo OR. Evaluating the bond durability of FRP-concrete systems subjected to environmental exposures. [Masters Thesis]. Colorado State University; 2012. Available from: http://hdl.handle.net/10217/74420


Colorado State University

2. Peterson, Kirsten LaRhea. Mechanics of plastic-aluminum composite I-beams, The.

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

 This thesis presents an initial investigation of the mechanics of I-beams developed with plastic-aluminum composite technology. Plastic-aluminum composites in structural beam/frame/truss elements are a relatively… (more)

Subjects/Keywords: beam mechanics; structures; plastic-metal composites; I-beams; composite materials

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APA (6th Edition):

Peterson, K. L. (2014). Mechanics of plastic-aluminum composite I-beams, The. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/82630

Chicago Manual of Style (16th Edition):

Peterson, Kirsten LaRhea. “Mechanics of plastic-aluminum composite I-beams, The.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/82630.

MLA Handbook (7th Edition):

Peterson, Kirsten LaRhea. “Mechanics of plastic-aluminum composite I-beams, The.” 2014. Web. 05 Mar 2021.

Vancouver:

Peterson KL. Mechanics of plastic-aluminum composite I-beams, The. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/82630.

Council of Science Editors:

Peterson KL. Mechanics of plastic-aluminum composite I-beams, The. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/82630


Colorado State University

3. Plankis, Alivia. Structural health monitoring MEMS sensors using elasticity-based beam vibrations.

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

 The worsening problem of aging and deficient infrastructure in this nation and across the world has demonstrated the need for an improved system to monitor… (more)

Subjects/Keywords: beam vibration; structural health monitoring; MEMS

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APA (6th Edition):

Plankis, A. (2012). Structural health monitoring MEMS sensors using elasticity-based beam vibrations. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/67898

Chicago Manual of Style (16th Edition):

Plankis, Alivia. “Structural health monitoring MEMS sensors using elasticity-based beam vibrations.” 2012. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/67898.

MLA Handbook (7th Edition):

Plankis, Alivia. “Structural health monitoring MEMS sensors using elasticity-based beam vibrations.” 2012. Web. 05 Mar 2021.

Vancouver:

Plankis A. Structural health monitoring MEMS sensors using elasticity-based beam vibrations. [Internet] [Masters thesis]. Colorado State University; 2012. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/67898.

Council of Science Editors:

Plankis A. Structural health monitoring MEMS sensors using elasticity-based beam vibrations. [Masters Thesis]. Colorado State University; 2012. Available from: http://hdl.handle.net/10217/67898


Colorado State University

4. Inguva, Girija. Differences for employees who use BIM/VDC in the construction workplace.

Degree: MS(M.S.), Construction Management, 2014, Colorado State University

 There is growing recognition across the US construction industry for the benefits of organizational adoption of Building Information Modeling, also referred to as Virtual Design… (more)

Subjects/Keywords: BIM; VDC; employee perceptions; construction management; building information modeling

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APA (6th Edition):

Inguva, G. (2014). Differences for employees who use BIM/VDC in the construction workplace. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/88558

Chicago Manual of Style (16th Edition):

Inguva, Girija. “Differences for employees who use BIM/VDC in the construction workplace.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/88558.

MLA Handbook (7th Edition):

Inguva, Girija. “Differences for employees who use BIM/VDC in the construction workplace.” 2014. Web. 05 Mar 2021.

Vancouver:

Inguva G. Differences for employees who use BIM/VDC in the construction workplace. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/88558.

Council of Science Editors:

Inguva G. Differences for employees who use BIM/VDC in the construction workplace. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/88558


Colorado State University

5. Turbert, Collin. Effect of fire and fire following an earthquake on steel reduced beam section moment connections.

Degree: MS(M.S.), Civil and Environmental Engineering, 2013, Colorado State University

 The main objective of this research is to investigate the behavior of steel frames with reduced beam sections (RBS) during a fire as well as… (more)

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APA (6th Edition):

Turbert, C. (2013). Effect of fire and fire following an earthquake on steel reduced beam section moment connections. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/80291

Chicago Manual of Style (16th Edition):

Turbert, Collin. “Effect of fire and fire following an earthquake on steel reduced beam section moment connections.” 2013. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/80291.

MLA Handbook (7th Edition):

Turbert, Collin. “Effect of fire and fire following an earthquake on steel reduced beam section moment connections.” 2013. Web. 05 Mar 2021.

Vancouver:

Turbert C. Effect of fire and fire following an earthquake on steel reduced beam section moment connections. [Internet] [Masters thesis]. Colorado State University; 2013. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/80291.

Council of Science Editors:

Turbert C. Effect of fire and fire following an earthquake on steel reduced beam section moment connections. [Masters Thesis]. Colorado State University; 2013. Available from: http://hdl.handle.net/10217/80291


Colorado State University

6. Sobieck, Tyler. Predicting fatigue life extension of steel reinforcement in RC beams repaired with externally bonded CFRP.

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

 A majority of the United States' transportation infrastructure is over 50 years old with one in nine bridges being considered structurally deficient. Fatigue damage accumulation… (more)

Subjects/Keywords: concrete beams; CFRP; fatigue; rehabilitation; reinforcing steel; crack propagation

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APA (6th Edition):

Sobieck, T. (2014). Predicting fatigue life extension of steel reinforcement in RC beams repaired with externally bonded CFRP. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/84143

Chicago Manual of Style (16th Edition):

Sobieck, Tyler. “Predicting fatigue life extension of steel reinforcement in RC beams repaired with externally bonded CFRP.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/84143.

MLA Handbook (7th Edition):

Sobieck, Tyler. “Predicting fatigue life extension of steel reinforcement in RC beams repaired with externally bonded CFRP.” 2014. Web. 05 Mar 2021.

Vancouver:

Sobieck T. Predicting fatigue life extension of steel reinforcement in RC beams repaired with externally bonded CFRP. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/84143.

Council of Science Editors:

Sobieck T. Predicting fatigue life extension of steel reinforcement in RC beams repaired with externally bonded CFRP. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/84143


Colorado State University

7. Admuthe, Sushant Ajay. Semi-rigid steel frames subjected to mainshock-aftershock earthquake sequences.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 In a typical seismic event, large number of aftershocks are generally triggered due to the complex interaction within and between tectonic plates. Despite the fact… (more)

Subjects/Keywords: mainshock; semi-rigid frames; period elongation; aftershock

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APA (6th Edition):

Admuthe, S. A. (2018). Semi-rigid steel frames subjected to mainshock-aftershock earthquake sequences. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/189411

Chicago Manual of Style (16th Edition):

Admuthe, Sushant Ajay. “Semi-rigid steel frames subjected to mainshock-aftershock earthquake sequences.” 2018. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/189411.

MLA Handbook (7th Edition):

Admuthe, Sushant Ajay. “Semi-rigid steel frames subjected to mainshock-aftershock earthquake sequences.” 2018. Web. 05 Mar 2021.

Vancouver:

Admuthe SA. Semi-rigid steel frames subjected to mainshock-aftershock earthquake sequences. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/189411.

Council of Science Editors:

Admuthe SA. Semi-rigid steel frames subjected to mainshock-aftershock earthquake sequences. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/189411


Colorado State University

8. John, Jeswin. Mechanics of extendable wind turbine blades.

Degree: MS(M.S.), Civil and Environmental Engineering, 2015, Colorado State University

 This research aims at understanding the reductions in deflection, stress, and natural frequency of extendable wind turbine blades. For that purpose, a comparative study of… (more)

Subjects/Keywords: retractable turbine blades; extendable turbine blades; variblade

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APA (6th Edition):

John, J. (2015). Mechanics of extendable wind turbine blades. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/166942

Chicago Manual of Style (16th Edition):

John, Jeswin. “Mechanics of extendable wind turbine blades.” 2015. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/166942.

MLA Handbook (7th Edition):

John, Jeswin. “Mechanics of extendable wind turbine blades.” 2015. Web. 05 Mar 2021.

Vancouver:

John J. Mechanics of extendable wind turbine blades. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/166942.

Council of Science Editors:

John J. Mechanics of extendable wind turbine blades. [Masters Thesis]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166942


Colorado State University

9. Vemuri, Sri Harsha. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay.

Degree: MS(M.S.), Civil and Environmental Engineering, 2016, Colorado State University

 The average age of bridges in the USA is 42 years. The life expectancy of a majority of these bridges is 50 years. At the… (more)

Subjects/Keywords: bridge deck evaluation; GPR; NDE; bridge deck inspection; bridge deck; IR

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APA (6th Edition):

Vemuri, S. H. (2016). Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/173481

Chicago Manual of Style (16th Edition):

Vemuri, Sri Harsha. “Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay.” 2016. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/173481.

MLA Handbook (7th Edition):

Vemuri, Sri Harsha. “Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay.” 2016. Web. 05 Mar 2021.

Vancouver:

Vemuri SH. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/173481.

Council of Science Editors:

Vemuri SH. Evaluation of rapid scanning techniques for inspecting concrete bridge decks with asphalt overlay. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/173481


Colorado State University

10. Cheng, Guo. Framework for life-cycle cost optimization of buildings under seismic and wind hazards, A.

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

 The consequential life and economic impact resulting from the exposure of building structures to single hazards have been well quantified for seismic and wind loading.… (more)

Subjects/Keywords: finite element; reliability; multiple hazard

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APA (6th Edition):

Cheng, G. (2014). Framework for life-cycle cost optimization of buildings under seismic and wind hazards, A. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/83881

Chicago Manual of Style (16th Edition):

Cheng, Guo. “Framework for life-cycle cost optimization of buildings under seismic and wind hazards, A.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/83881.

MLA Handbook (7th Edition):

Cheng, Guo. “Framework for life-cycle cost optimization of buildings under seismic and wind hazards, A.” 2014. Web. 05 Mar 2021.

Vancouver:

Cheng G. Framework for life-cycle cost optimization of buildings under seismic and wind hazards, A. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/83881.

Council of Science Editors:

Cheng G. Framework for life-cycle cost optimization of buildings under seismic and wind hazards, A. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/83881


Colorado State University

11. Sanders, Patrick. Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation.

Degree: MS(M.S.), Civil and Environmental Engineering, 2015, Colorado State University

 The bridge inspection program in the United States started in 1971 following the collapse of the Silver Bridge in Ohio. Since then, bridges have generally… (more)

Subjects/Keywords: bridge inspection; bridge deck modeling

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APA (6th Edition):

Sanders, P. (2015). Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/167220

Chicago Manual of Style (16th Edition):

Sanders, Patrick. “Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation.” 2015. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/167220.

MLA Handbook (7th Edition):

Sanders, Patrick. “Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation.” 2015. Web. 05 Mar 2021.

Vancouver:

Sanders P. Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/167220.

Council of Science Editors:

Sanders P. Methodology for uncertainty-based inspection planning of concrete bridge decks using mechanistic models of crack formation and propagation. [Masters Thesis]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/167220


Colorado State University

12. Rager, Karly. Joint elimination retrofits and thermal loading analysis in plate girder bridge using health monitoring and finite element simulations.

Degree: MS(M.S.), Civil and Environmental Engineering, 2016, Colorado State University

 Degradation of United States' public infrastructure has attracted attention from the public and governing agencies alike. A challenge facing transportation departments is management of leaking… (more)

Subjects/Keywords: expansion joint; plate girder; thermal; finite element model; bridges; retrofit

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APA (6th Edition):

Rager, K. (2016). Joint elimination retrofits and thermal loading analysis in plate girder bridge using health monitoring and finite element simulations. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/176597

Chicago Manual of Style (16th Edition):

Rager, Karly. “Joint elimination retrofits and thermal loading analysis in plate girder bridge using health monitoring and finite element simulations.” 2016. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/176597.

MLA Handbook (7th Edition):

Rager, Karly. “Joint elimination retrofits and thermal loading analysis in plate girder bridge using health monitoring and finite element simulations.” 2016. Web. 05 Mar 2021.

Vancouver:

Rager K. Joint elimination retrofits and thermal loading analysis in plate girder bridge using health monitoring and finite element simulations. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/176597.

Council of Science Editors:

Rager K. Joint elimination retrofits and thermal loading analysis in plate girder bridge using health monitoring and finite element simulations. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176597


Colorado State University

13. Qin, Chao. Collapse simulations of steel buildings under fire.

Degree: MS(M.S.), Civil and Environmental Engineering, 2016, Colorado State University

 Collapse analysis of steel structures under extreme hazards has been placed on the forefront of research in recent decades. This was primarily motivated by the… (more)

Subjects/Keywords: collapse; steel buildings; fire; brace frames

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APA (6th Edition):

Qin, C. (2016). Collapse simulations of steel buildings under fire. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/176685

Chicago Manual of Style (16th Edition):

Qin, Chao. “Collapse simulations of steel buildings under fire.” 2016. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/176685.

MLA Handbook (7th Edition):

Qin, Chao. “Collapse simulations of steel buildings under fire.” 2016. Web. 05 Mar 2021.

Vancouver:

Qin C. Collapse simulations of steel buildings under fire. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/176685.

Council of Science Editors:

Qin C. Collapse simulations of steel buildings under fire. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176685


Colorado State University

14. Bright, Christopher. Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures.

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

 This thesis evaluates two new glass-fiber reinforced polymer concrete reinforcement systems which have been designed to serve as a non-corrosive alternative to steel reinforcement in… (more)

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APA (6th Edition):

Bright, C. (2014). Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/83905

Chicago Manual of Style (16th Edition):

Bright, Christopher. “Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/83905.

MLA Handbook (7th Edition):

Bright, Christopher. “Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures.” 2014. Web. 05 Mar 2021.

Vancouver:

Bright C. Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/83905.

Council of Science Editors:

Bright C. Evaluation of new reactive FRP reinforcement assemblies for reinforced concrete transportation structures. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/83905


Colorado State University

15. Hesse, Alex. Using expert opinion to quantify accuracy and reliability of nondestructive evaluation on bridges.

Degree: MS(M.S.), Civil and Environmental Engineering, 2013, Colorado State University

 Bridge inspection is an important phase in the bridge management process. In 2009, a joint American Society of Civil Engineers Structural Engineering Institute (ASCE/SEI) and… (more)

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APA (6th Edition):

Hesse, A. (2013). Using expert opinion to quantify accuracy and reliability of nondestructive evaluation on bridges. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/79063

Chicago Manual of Style (16th Edition):

Hesse, Alex. “Using expert opinion to quantify accuracy and reliability of nondestructive evaluation on bridges.” 2013. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/79063.

MLA Handbook (7th Edition):

Hesse, Alex. “Using expert opinion to quantify accuracy and reliability of nondestructive evaluation on bridges.” 2013. Web. 05 Mar 2021.

Vancouver:

Hesse A. Using expert opinion to quantify accuracy and reliability of nondestructive evaluation on bridges. [Internet] [Masters thesis]. Colorado State University; 2013. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/79063.

Council of Science Editors:

Hesse A. Using expert opinion to quantify accuracy and reliability of nondestructive evaluation on bridges. [Masters Thesis]. Colorado State University; 2013. Available from: http://hdl.handle.net/10217/79063


Colorado State University

16. Simpson, Sherona Patrice. Framework for assessing transportation sustainability rating systems for implementation in U.S. state departments of transportation, A.

Degree: MS(M.S.), Construction Management, 2013, Colorado State University

 Sustainability has increased in popularity as a key indicator for planning transportation projects. With that movement, evaluating the sustainability of transportation projects has become necessary… (more)

Subjects/Keywords: transportation; climate change; sustainability; transportation sustainability; sustainability rating systems

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APA (6th Edition):

Simpson, S. P. (2013). Framework for assessing transportation sustainability rating systems for implementation in U.S. state departments of transportation, A. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/81080

Chicago Manual of Style (16th Edition):

Simpson, Sherona Patrice. “Framework for assessing transportation sustainability rating systems for implementation in U.S. state departments of transportation, A.” 2013. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/81080.

MLA Handbook (7th Edition):

Simpson, Sherona Patrice. “Framework for assessing transportation sustainability rating systems for implementation in U.S. state departments of transportation, A.” 2013. Web. 05 Mar 2021.

Vancouver:

Simpson SP. Framework for assessing transportation sustainability rating systems for implementation in U.S. state departments of transportation, A. [Internet] [Masters thesis]. Colorado State University; 2013. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/81080.

Council of Science Editors:

Simpson SP. Framework for assessing transportation sustainability rating systems for implementation in U.S. state departments of transportation, A. [Masters Thesis]. Colorado State University; 2013. Available from: http://hdl.handle.net/10217/81080


Colorado State University

17. Allen, Douglas Gregory. Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures.

Degree: MS(M.S.), Civil and Environmental Engineering, 2011, Colorado State University

 Fiber Reinforced Polymer Composites (FRP) are an attractive repair option for reinforced concrete structures, however their long term performance in field environments is not well… (more)

Subjects/Keywords: assessment; durability; evaluation; field; FRP; long-term

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APA (6th Edition):

Allen, D. G. (2011). Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/70662

Chicago Manual of Style (16th Edition):

Allen, Douglas Gregory. “Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures.” 2011. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/70662.

MLA Handbook (7th Edition):

Allen, Douglas Gregory. “Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures.” 2011. Web. 05 Mar 2021.

Vancouver:

Allen DG. Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures. [Internet] [Masters thesis]. Colorado State University; 2011. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/70662.

Council of Science Editors:

Allen DG. Evaluating the long-term durability of fiber reinforced polymers via field assessments of reinforced concrete structures. [Masters Thesis]. Colorado State University; 2011. Available from: http://hdl.handle.net/10217/70662


Colorado State University

18. Sinha, Akanksha. Development of a framework to determine the relative weights of contextual factors for complex highway projects.

Degree: MS(M.S.), Construction Management, 2017, Colorado State University

 Traditional project management strategies for highway projects originated with the advent of new construction during the 1950s and 1960s focusing on three dimensions of complexity… (more)

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APA (6th Edition):

Sinha, A. (2017). Development of a framework to determine the relative weights of contextual factors for complex highway projects. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/184011

Chicago Manual of Style (16th Edition):

Sinha, Akanksha. “Development of a framework to determine the relative weights of contextual factors for complex highway projects.” 2017. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/184011.

MLA Handbook (7th Edition):

Sinha, Akanksha. “Development of a framework to determine the relative weights of contextual factors for complex highway projects.” 2017. Web. 05 Mar 2021.

Vancouver:

Sinha A. Development of a framework to determine the relative weights of contextual factors for complex highway projects. [Internet] [Masters thesis]. Colorado State University; 2017. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/184011.

Council of Science Editors:

Sinha A. Development of a framework to determine the relative weights of contextual factors for complex highway projects. [Masters Thesis]. Colorado State University; 2017. Available from: http://hdl.handle.net/10217/184011


Colorado State University

19. Johnson, Joshua F. Determining the items that structure bridge management components and their relative weights.

Degree: MS(M.S.), Construction Management, 2012, Colorado State University

 Ensuring the optimal allocation of available resources between competing bridges is difficult, especially when considering a combination of factors such as continual age related deterioration,… (more)

Subjects/Keywords: analytic hierarchy process; bridges; decision-making; multi-objective; optimization; preservation

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APA (6th Edition):

Johnson, J. F. (2012). Determining the items that structure bridge management components and their relative weights. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/65323

Chicago Manual of Style (16th Edition):

Johnson, Joshua F. “Determining the items that structure bridge management components and their relative weights.” 2012. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/65323.

MLA Handbook (7th Edition):

Johnson, Joshua F. “Determining the items that structure bridge management components and their relative weights.” 2012. Web. 05 Mar 2021.

Vancouver:

Johnson JF. Determining the items that structure bridge management components and their relative weights. [Internet] [Masters thesis]. Colorado State University; 2012. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/65323.

Council of Science Editors:

Johnson JF. Determining the items that structure bridge management components and their relative weights. [Masters Thesis]. Colorado State University; 2012. Available from: http://hdl.handle.net/10217/65323


Colorado State University

20. Albeiruti, Nasser T. Understanding public perceptions of different options to fund the highway system.

Degree: MS(M.S.), Construction Management, 2014, Colorado State University

 The purpose of this research was to generate an understanding of the public perceptions of different revenue generation systems that are already in use or… (more)

Subjects/Keywords: alternatives; fuel tax; fundings; highway; tolling; transportation

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APA (6th Edition):

Albeiruti, N. T. (2014). Understanding public perceptions of different options to fund the highway system. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/88497

Chicago Manual of Style (16th Edition):

Albeiruti, Nasser T. “Understanding public perceptions of different options to fund the highway system.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/88497.

MLA Handbook (7th Edition):

Albeiruti, Nasser T. “Understanding public perceptions of different options to fund the highway system.” 2014. Web. 05 Mar 2021.

Vancouver:

Albeiruti NT. Understanding public perceptions of different options to fund the highway system. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/88497.

Council of Science Editors:

Albeiruti NT. Understanding public perceptions of different options to fund the highway system. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/88497


Colorado State University

21. Zamora, José Efraín Mazariegos. Seismic fragility analysis of reinforced masonry buildings.

Degree: MS(M.S.), Civil and Environmental Engineering, 2013, Colorado State University

 Reinforced masonry walls are a widely used lateral force resisting system for buildings around the world. These structures, if not correctly detailed to resist earthquake… (more)

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APA (6th Edition):

Zamora, J. E. M. (2013). Seismic fragility analysis of reinforced masonry buildings. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/80269

Chicago Manual of Style (16th Edition):

Zamora, José Efraín Mazariegos. “Seismic fragility analysis of reinforced masonry buildings.” 2013. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/80269.

MLA Handbook (7th Edition):

Zamora, José Efraín Mazariegos. “Seismic fragility analysis of reinforced masonry buildings.” 2013. Web. 05 Mar 2021.

Vancouver:

Zamora JEM. Seismic fragility analysis of reinforced masonry buildings. [Internet] [Masters thesis]. Colorado State University; 2013. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/80269.

Council of Science Editors:

Zamora JEM. Seismic fragility analysis of reinforced masonry buildings. [Masters Thesis]. Colorado State University; 2013. Available from: http://hdl.handle.net/10217/80269


Colorado State University

22. McGuire, Brendan Michael. Using building information modeling to track and assess the structural condition of bridges.

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

 National Bridge Inspection Standards do not require documenting damage location during an inspection but bridge evaluation provisions highlight the importance of it. When determining a… (more)

Subjects/Keywords: BIM; bridge information modeling; bridge inspection; BrIM; building information modeling; management systems

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APA (6th Edition):

McGuire, B. M. (2014). Using building information modeling to track and assess the structural condition of bridges. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/88574

Chicago Manual of Style (16th Edition):

McGuire, Brendan Michael. “Using building information modeling to track and assess the structural condition of bridges.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/88574.

MLA Handbook (7th Edition):

McGuire, Brendan Michael. “Using building information modeling to track and assess the structural condition of bridges.” 2014. Web. 05 Mar 2021.

Vancouver:

McGuire BM. Using building information modeling to track and assess the structural condition of bridges. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/88574.

Council of Science Editors:

McGuire BM. Using building information modeling to track and assess the structural condition of bridges. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/88574


Colorado State University

23. Lewis, Anderson M. Perceived value of using BIM for energy simulation, The.

Degree: MS(M.S.), Construction Management, 2014, Colorado State University

 Building Information Modeling (BIM) is becoming an increasingly important tool in the Architectural, Engineering & Construction (AEC) industries. Some of the benefits associated with BIM… (more)

Subjects/Keywords: analysis; perceptions; energy simulation; energy modeling; BIM

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APA (6th Edition):

Lewis, A. M. (2014). Perceived value of using BIM for energy simulation, The. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/83988

Chicago Manual of Style (16th Edition):

Lewis, Anderson M. “Perceived value of using BIM for energy simulation, The.” 2014. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/83988.

MLA Handbook (7th Edition):

Lewis, Anderson M. “Perceived value of using BIM for energy simulation, The.” 2014. Web. 05 Mar 2021.

Vancouver:

Lewis AM. Perceived value of using BIM for energy simulation, The. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/83988.

Council of Science Editors:

Lewis AM. Perceived value of using BIM for energy simulation, The. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/83988


Colorado State University

24. Akalp, Duygu. Bid or no bid decision making tool using analytic hierarchy process.

Degree: MS(M.S.), Construction Management, 2016, Colorado State University

 In today's competitive business environment, every construction company confronts a decision-making dilemma and must decide whether to bid or not bid on a project(s) or… (more)

Subjects/Keywords: analytic hierarchy process; key factors; AHP; multi criteria decision-making; bidding

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APA (6th Edition):

Akalp, D. (2016). Bid or no bid decision making tool using analytic hierarchy process. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/178833

Chicago Manual of Style (16th Edition):

Akalp, Duygu. “Bid or no bid decision making tool using analytic hierarchy process.” 2016. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/178833.

MLA Handbook (7th Edition):

Akalp, Duygu. “Bid or no bid decision making tool using analytic hierarchy process.” 2016. Web. 05 Mar 2021.

Vancouver:

Akalp D. Bid or no bid decision making tool using analytic hierarchy process. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/178833.

Council of Science Editors:

Akalp D. Bid or no bid decision making tool using analytic hierarchy process. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/178833


Colorado State University

25. Turner, David. Fragility assessment of bridge superstructures under hydrodynamic forces.

Degree: MS(M.S.), Civil and Environmental Engineering, 2015, Colorado State University

 On September 11-17, 2013, Colorado suffered devastating and widespread flash flooding which spread 150 miles, from Colorado Springs north to Fort Collins impacting 24 counties.… (more)

Subjects/Keywords: bridge; fragility; hydrodynamic; superstructure

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APA (6th Edition):

Turner, D. (2015). Fragility assessment of bridge superstructures under hydrodynamic forces. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/170400

Chicago Manual of Style (16th Edition):

Turner, David. “Fragility assessment of bridge superstructures under hydrodynamic forces.” 2015. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/170400.

MLA Handbook (7th Edition):

Turner, David. “Fragility assessment of bridge superstructures under hydrodynamic forces.” 2015. Web. 05 Mar 2021.

Vancouver:

Turner D. Fragility assessment of bridge superstructures under hydrodynamic forces. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/170400.

Council of Science Editors:

Turner D. Fragility assessment of bridge superstructures under hydrodynamic forces. [Masters Thesis]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/170400


Colorado State University

26. Oluwalaiye, Oluwatobi Temitope. Comparative assessment of transportation sustainability rating systems.

Degree: MS(M.S.), Construction Management, 2018, Colorado State University

 The construction industry contributes a significant amount of greenhouse gas emissions to the environment. This highlights the need for this industry to implement sustainable practices… (more)

Subjects/Keywords: GreenLITES; transportation sustainability rating systems; ENVISION; triple bottom line; INVEST

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APA (6th Edition):

Oluwalaiye, O. T. (2018). Comparative assessment of transportation sustainability rating systems. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/193181

Chicago Manual of Style (16th Edition):

Oluwalaiye, Oluwatobi Temitope. “Comparative assessment of transportation sustainability rating systems.” 2018. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/193181.

MLA Handbook (7th Edition):

Oluwalaiye, Oluwatobi Temitope. “Comparative assessment of transportation sustainability rating systems.” 2018. Web. 05 Mar 2021.

Vancouver:

Oluwalaiye OT. Comparative assessment of transportation sustainability rating systems. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/193181.

Council of Science Editors:

Oluwalaiye OT. Comparative assessment of transportation sustainability rating systems. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/193181


Colorado State University

27. Alnewar, Saurabh. Life-cycle cost analysis of a bridge in remote mountainous terrain.

Degree: MS(M.S.), Construction Management, 2018, Colorado State University

 There are various approaches documented and researched to calculate life cycle cost, yet many researchers and applications fail to incorporate user costs to optimize total… (more)

Subjects/Keywords: conventional construction; life cycle cost analysis; accelerated bridge construction; user costs; detour

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APA (6th Edition):

Alnewar, S. (2018). Life-cycle cost analysis of a bridge in remote mountainous terrain. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/191441

Chicago Manual of Style (16th Edition):

Alnewar, Saurabh. “Life-cycle cost analysis of a bridge in remote mountainous terrain.” 2018. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/191441.

MLA Handbook (7th Edition):

Alnewar, Saurabh. “Life-cycle cost analysis of a bridge in remote mountainous terrain.” 2018. Web. 05 Mar 2021.

Vancouver:

Alnewar S. Life-cycle cost analysis of a bridge in remote mountainous terrain. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/191441.

Council of Science Editors:

Alnewar S. Life-cycle cost analysis of a bridge in remote mountainous terrain. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/191441


Colorado State University

28. Nguyen, Trai Ngoc. Modeling snow-free concrete surfaces using hydronic radiant heat.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 U.S. roads and bridges were graded as D and C+, respectively by the American Society of Civil Engineers (ASCE) in 2013. Snow accumulation during the… (more)

Subjects/Keywords: civil engineering; heat and mass transfer; hydronic snow melting system; finite element method; ASCE; hydronic radiant heat

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APA (6th Edition):

Nguyen, T. N. (2018). Modeling snow-free concrete surfaces using hydronic radiant heat. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/189402

Chicago Manual of Style (16th Edition):

Nguyen, Trai Ngoc. “Modeling snow-free concrete surfaces using hydronic radiant heat.” 2018. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/189402.

MLA Handbook (7th Edition):

Nguyen, Trai Ngoc. “Modeling snow-free concrete surfaces using hydronic radiant heat.” 2018. Web. 05 Mar 2021.

Vancouver:

Nguyen TN. Modeling snow-free concrete surfaces using hydronic radiant heat. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/189402.

Council of Science Editors:

Nguyen TN. Modeling snow-free concrete surfaces using hydronic radiant heat. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/189402


Colorado State University

29. Vasishta, Tanmay. Comparative life cycle assessment (LCA) and life cycle cost analysis (LCCA) of precast and cast-in-place buildings in United States.

Degree: MS(M.S.), Construction Management, 2020, Colorado State University

 Precast construction is one of the growing construction methods for buildings across United States. Many tools have been used to assess environmental and economic impacts… (more)

Subjects/Keywords: life cycle assessment; precast buildings; cast-in-place; sustainability; life cycle cost assessment

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APA (6th Edition):

Vasishta, T. (2020). Comparative life cycle assessment (LCA) and life cycle cost analysis (LCCA) of precast and cast-in-place buildings in United States. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/208473

Chicago Manual of Style (16th Edition):

Vasishta, Tanmay. “Comparative life cycle assessment (LCA) and life cycle cost analysis (LCCA) of precast and cast-in-place buildings in United States.” 2020. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/208473.

MLA Handbook (7th Edition):

Vasishta, Tanmay. “Comparative life cycle assessment (LCA) and life cycle cost analysis (LCCA) of precast and cast-in-place buildings in United States.” 2020. Web. 05 Mar 2021.

Vancouver:

Vasishta T. Comparative life cycle assessment (LCA) and life cycle cost analysis (LCCA) of precast and cast-in-place buildings in United States. [Internet] [Masters thesis]. Colorado State University; 2020. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/208473.

Council of Science Editors:

Vasishta T. Comparative life cycle assessment (LCA) and life cycle cost analysis (LCCA) of precast and cast-in-place buildings in United States. [Masters Thesis]. Colorado State University; 2020. Available from: http://hdl.handle.net/10217/208473


Colorado State University

30. Rodriguez Lopez, Santiago. Multi-axial fatigue strength of structural bolts in slip-critical connections under combined cyclic axial and shear demands.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 High-Strength bolts are used extensively in structures and are regarded as the better option for connections subjected to fatigue as compared to welds and rivets.… (more)

Subjects/Keywords: high strength bolts; multiaxial fatigue; slip-critical; mitre gate; connection reliability; pintle bolts

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APA (6th Edition):

Rodriguez Lopez, S. (2018). Multi-axial fatigue strength of structural bolts in slip-critical connections under combined cyclic axial and shear demands. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/191254

Chicago Manual of Style (16th Edition):

Rodriguez Lopez, Santiago. “Multi-axial fatigue strength of structural bolts in slip-critical connections under combined cyclic axial and shear demands.” 2018. Masters Thesis, Colorado State University. Accessed March 05, 2021. http://hdl.handle.net/10217/191254.

MLA Handbook (7th Edition):

Rodriguez Lopez, Santiago. “Multi-axial fatigue strength of structural bolts in slip-critical connections under combined cyclic axial and shear demands.” 2018. Web. 05 Mar 2021.

Vancouver:

Rodriguez Lopez S. Multi-axial fatigue strength of structural bolts in slip-critical connections under combined cyclic axial and shear demands. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Mar 05]. Available from: http://hdl.handle.net/10217/191254.

Council of Science Editors:

Rodriguez Lopez S. Multi-axial fatigue strength of structural bolts in slip-critical connections under combined cyclic axial and shear demands. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/191254

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