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You searched for +publisher:"University of Toledo" +contributor:("Nims, Douglas"). Showing records 1 – 30 of 35 total matches.

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University of Toledo

1. Parajuli, Bishal. Study of Hidden Corrosion on Prestressing Strands.

Degree: MS, Civil Engineering, 2016, University of Toledo

 A parking garage near the north entrance of the University of Toledo built in 1976 had a prestressed spandrel beam fail. The L shaped prestressed… (more)

Subjects/Keywords: Civil Engineering; corrosion of prestressing strands; finite element analysis; magnetic inspection of corrosion

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APA (6th Edition):

Parajuli, B. (2016). Study of Hidden Corrosion on Prestressing Strands. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1452257376

Chicago Manual of Style (16th Edition):

Parajuli, Bishal. “Study of Hidden Corrosion on Prestressing Strands.” 2016. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1452257376.

MLA Handbook (7th Edition):

Parajuli, Bishal. “Study of Hidden Corrosion on Prestressing Strands.” 2016. Web. 20 Oct 2019.

Vancouver:

Parajuli B. Study of Hidden Corrosion on Prestressing Strands. [Internet] [Masters thesis]. University of Toledo; 2016. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1452257376.

Council of Science Editors:

Parajuli B. Study of Hidden Corrosion on Prestressing Strands. [Masters Thesis]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1452257376


University of Toledo

2. Layton, Kyle William. An Evaluation of Monitoring and Preservation Techniques for the Main Cables of the Anthony Wayne Bridge.

Degree: MSin Civil Engineering, Civil Engineering, 2013, University of Toledo

 The main cable of a suspension bridge is a fracture critical element which is difficult to inspect. The research presented in this thesis investigates this… (more)

Subjects/Keywords: Civil Engineering; suspension bridge; corrosion; bridge wires; acoustic emission; internal sensors; magnetic cable inspection; dehumidification

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APA (6th Edition):

Layton, K. W. (2013). An Evaluation of Monitoring and Preservation Techniques for the Main Cables of the Anthony Wayne Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1384545329

Chicago Manual of Style (16th Edition):

Layton, Kyle William. “An Evaluation of Monitoring and Preservation Techniques for the Main Cables of the Anthony Wayne Bridge.” 2013. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1384545329.

MLA Handbook (7th Edition):

Layton, Kyle William. “An Evaluation of Monitoring and Preservation Techniques for the Main Cables of the Anthony Wayne Bridge.” 2013. Web. 20 Oct 2019.

Vancouver:

Layton KW. An Evaluation of Monitoring and Preservation Techniques for the Main Cables of the Anthony Wayne Bridge. [Internet] [Masters thesis]. University of Toledo; 2013. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1384545329.

Council of Science Editors:

Layton KW. An Evaluation of Monitoring and Preservation Techniques for the Main Cables of the Anthony Wayne Bridge. [Masters Thesis]. University of Toledo; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1384545329


University of Toledo

3. Ward, Robert J. Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway.

Degree: MS, Civil Engineering, 2007, University of Toledo

 Located in Northwestern Ohio, the Veterans’ Glass City Skyway (VGCS) will carry I-280 over the Maumee River. Composed of 8,800-feet of precast, post-tensioned segmental box… (more)

Subjects/Keywords: Engineering, Civil; Civil Engineering; Cable Stay; Transverse Bending; Torsion; Construction Live Load

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APA (6th Edition):

Ward, R. J. (2007). Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197421660

Chicago Manual of Style (16th Edition):

Ward, Robert J. “Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway.” 2007. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197421660.

MLA Handbook (7th Edition):

Ward, Robert J. “Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway.” 2007. Web. 20 Oct 2019.

Vancouver:

Ward RJ. Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway. [Internet] [Masters thesis]. University of Toledo; 2007. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197421660.

Council of Science Editors:

Ward RJ. Short-term Construction Load Monitoring & Transverse Bending of the Bottom Slab on the I-280 Veteran’s Glass City Skyway. [Masters Thesis]. University of Toledo; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197421660


University of Toledo

4. Bosworth, Kyle Judson. Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test.

Degree: MSin Civil Engineering, Civil Engineering, 2007, University of Toledo

 The Veterans’ Glass City Skyway (VGCS) is the new prestressed, post-tensioned segmental concrete cable-stay bridge that opened in June of 2007 and carries I-280 over… (more)

Subjects/Keywords: Engineering, Civil; Cable-stayed bridge; Prestressed concrete; Post-tensioned concrete; Vibrating wire strain gage; Temperature gradient; Truck test

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APA (6th Edition):

Bosworth, K. J. (2007). Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197693985

Chicago Manual of Style (16th Edition):

Bosworth, Kyle Judson. “Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test.” 2007. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197693985.

MLA Handbook (7th Edition):

Bosworth, Kyle Judson. “Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test.” 2007. Web. 20 Oct 2019.

Vancouver:

Bosworth KJ. Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test. [Internet] [Masters thesis]. University of Toledo; 2007. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197693985.

Council of Science Editors:

Bosworth KJ. Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test. [Masters Thesis]. University of Toledo; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1197693985


University of Toledo

5. Taylor, Bradley J. Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation.

Degree: MSin Civil Engineering, Civil Engineering, 2009, University of Toledo

  An experimental study was conducted concerning the use of bridge heating technology on a Fiber-Reinforced Polymer Honeycomb (FRPH) bridge deck. The main objective of… (more)

Subjects/Keywords: Civil Engineering; Fiber-Reinforced Polymer Honeycomb; FRPH; bridge deck heating; FRP; polymer concrete

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APA (6th Edition):

Taylor, B. J. (2009). Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596

Chicago Manual of Style (16th Edition):

Taylor, Bradley J. “Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation.” 2009. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596.

MLA Handbook (7th Edition):

Taylor, Bradley J. “Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation.” 2009. Web. 20 Oct 2019.

Vancouver:

Taylor BJ. Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation. [Internet] [Masters thesis]. University of Toledo; 2009. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596.

Council of Science Editors:

Taylor BJ. Fiber-Reinforced Polymer Honeycomb Bridge Deck Heating Evaluation. [Masters Thesis]. University of Toledo; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260205596


University of Toledo

6. Wade, James David. Magnetic Sensor for Nondestructive Evaluation of Deteriorated Prestressing Strand.

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

 The objective of this thesis was to develop a non-destructive in-situ magnetic technique to investigate the remaining cross-sectional area of prestressing strands. Corrosion is the… (more)

Subjects/Keywords: Civil Engineering; Electromagnetism; Engineering; Transportation; Nondestructive testing; corrosion detection; prestressing strand; magnetic flux; electromagnet; cross-sectional area; bridge; concrete

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APA (6th Edition):

Wade, J. D. (2010). Magnetic Sensor for Nondestructive Evaluation of Deteriorated Prestressing Strand. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1271287017

Chicago Manual of Style (16th Edition):

Wade, James David. “Magnetic Sensor for Nondestructive Evaluation of Deteriorated Prestressing Strand.” 2010. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1271287017.

MLA Handbook (7th Edition):

Wade, James David. “Magnetic Sensor for Nondestructive Evaluation of Deteriorated Prestressing Strand.” 2010. Web. 20 Oct 2019.

Vancouver:

Wade JD. Magnetic Sensor for Nondestructive Evaluation of Deteriorated Prestressing Strand. [Internet] [Masters thesis]. University of Toledo; 2010. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1271287017.

Council of Science Editors:

Wade JD. Magnetic Sensor for Nondestructive Evaluation of Deteriorated Prestressing Strand. [Masters Thesis]. University of Toledo; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1271287017


University of Toledo

7. Belknap, Joshua. Designing Ice Management System for the Veteran's Glass City Skyway.

Degree: MSin Civil Engineering, Civil Engineering, 2011, University of Toledo

  During the first five winters of operation, there have been five icing incidents on the Veteran’s Glass City Skyway (VGCS). In these incidents, large… (more)

Subjects/Keywords: Civil Engineering; Veteran's Glass City Skyway; bridge deicing; VGCS; I-280 Bridge

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APA (6th Edition):

Belknap, J. (2011). Designing Ice Management System for the Veteran's Glass City Skyway. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1320713320

Chicago Manual of Style (16th Edition):

Belknap, Joshua. “Designing Ice Management System for the Veteran's Glass City Skyway.” 2011. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1320713320.

MLA Handbook (7th Edition):

Belknap, Joshua. “Designing Ice Management System for the Veteran's Glass City Skyway.” 2011. Web. 20 Oct 2019.

Vancouver:

Belknap J. Designing Ice Management System for the Veteran's Glass City Skyway. [Internet] [Masters thesis]. University of Toledo; 2011. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1320713320.

Council of Science Editors:

Belknap J. Designing Ice Management System for the Veteran's Glass City Skyway. [Masters Thesis]. University of Toledo; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1320713320


University of Toledo

8. Feng, Xianan. Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway.

Degree: MS, Civil Engineering, 2010, University of Toledo

  The Veterans' Glass City Skyway (VGCS), formerly known as the Maumee River Crossing, is a cable-stayed bridge on Interstate 280 in Toledo in Northwestern… (more)

Subjects/Keywords: Civil Engineering; VGCS; Load testing; Truck load test; Experimental load rating

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APA (6th Edition):

Feng, X. (2010). Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279214079

Chicago Manual of Style (16th Edition):

Feng, Xianan. “Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway.” 2010. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279214079.

MLA Handbook (7th Edition):

Feng, Xianan. “Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway.” 2010. Web. 20 Oct 2019.

Vancouver:

Feng X. Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway. [Internet] [Masters thesis]. University of Toledo; 2010. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279214079.

Council of Science Editors:

Feng X. Nondestructive Load Testing and Experimental Load Rating of the Veteran's Glass City Skyway. [Masters Thesis]. University of Toledo; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279214079


University of Toledo

9. Guo, Yi. Long-term Behavior of the Veteran’s Glass City Skyway Cable Stayed Bridge.

Degree: MSin Civil Engineering, College of Engineering, 2011, University of Toledo

  The Veterans' Glass City Skyway (VGCS) is a cable-stayed bridge. It replaced an old drawbridge that carried I-280 over the Maumee River. The VGCS… (more)

Subjects/Keywords: Civil Engineering; Load Rating of VGCS; Long-term monitoring of VGCS

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APA (6th Edition):

Guo, Y. (2011). Long-term Behavior of the Veteran’s Glass City Skyway Cable Stayed Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302277396

Chicago Manual of Style (16th Edition):

Guo, Yi. “Long-term Behavior of the Veteran’s Glass City Skyway Cable Stayed Bridge.” 2011. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302277396.

MLA Handbook (7th Edition):

Guo, Yi. “Long-term Behavior of the Veteran’s Glass City Skyway Cable Stayed Bridge.” 2011. Web. 20 Oct 2019.

Vancouver:

Guo Y. Long-term Behavior of the Veteran’s Glass City Skyway Cable Stayed Bridge. [Internet] [Masters thesis]. University of Toledo; 2011. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302277396.

Council of Science Editors:

Guo Y. Long-term Behavior of the Veteran’s Glass City Skyway Cable Stayed Bridge. [Masters Thesis]. University of Toledo; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302277396


University of Toledo

10. Titus, Michael D. Development of Induced Magnetic Field Procedure for Nondestructive Evaluation of Deteriorated Prestressing Strand.

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

 The induced magnetic field (IMF) procedure for nondestructive evaluation of deteriorated prestressing strand predicts the sound cross-sectional area of strand in embedded concrete. The system… (more)

Subjects/Keywords: Engineering; NDE; nondestructive evaluation; prestressed box beams; magnetic inspection; IMF; MFL; field test

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APA (6th Edition):

Titus, M. D. (2011). Development of Induced Magnetic Field Procedure for Nondestructive Evaluation of Deteriorated Prestressing Strand. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302289201

Chicago Manual of Style (16th Edition):

Titus, Michael D. “Development of Induced Magnetic Field Procedure for Nondestructive Evaluation of Deteriorated Prestressing Strand.” 2011. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302289201.

MLA Handbook (7th Edition):

Titus, Michael D. “Development of Induced Magnetic Field Procedure for Nondestructive Evaluation of Deteriorated Prestressing Strand.” 2011. Web. 20 Oct 2019.

Vancouver:

Titus MD. Development of Induced Magnetic Field Procedure for Nondestructive Evaluation of Deteriorated Prestressing Strand. [Internet] [Masters thesis]. University of Toledo; 2011. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302289201.

Council of Science Editors:

Titus MD. Development of Induced Magnetic Field Procedure for Nondestructive Evaluation of Deteriorated Prestressing Strand. [Masters Thesis]. University of Toledo; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1302289201


University of Toledo

11. Ghaedi, Hamed. Evaluation of ODOT Overhead Sign Support Inspection Program.

Degree: MS, Civil Engineering, 2014, University of Toledo

 It is the responsibility of The Ohio Department of Transportation (ODOT) to insure that the supports for overhead sign supports (OSS), signals and high mast… (more)

Subjects/Keywords: Civil Engineering; sign, support, overhead sign support, inspection, district, Ohio Department of Transportation, traffic signal, high mast light

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APA (6th Edition):

Ghaedi, H. (2014). Evaluation of ODOT Overhead Sign Support Inspection Program. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1408654983

Chicago Manual of Style (16th Edition):

Ghaedi, Hamed. “Evaluation of ODOT Overhead Sign Support Inspection Program.” 2014. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1408654983.

MLA Handbook (7th Edition):

Ghaedi, Hamed. “Evaluation of ODOT Overhead Sign Support Inspection Program.” 2014. Web. 20 Oct 2019.

Vancouver:

Ghaedi H. Evaluation of ODOT Overhead Sign Support Inspection Program. [Internet] [Masters thesis]. University of Toledo; 2014. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1408654983.

Council of Science Editors:

Ghaedi H. Evaluation of ODOT Overhead Sign Support Inspection Program. [Masters Thesis]. University of Toledo; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1408654983


University of Toledo

12. Ahmad, Mubashshir. Assessment of Bridges with an Ohio Legal Load Rating Factor Greater than 1.35 to Meet Specialized Hauling Vehicle Requirements in Ohio.

Degree: MS, Civil Engineering, 2017, University of Toledo

 NCHRP Report 575 established that typical AASHTO Type 3, 3-S2, and 3-3 legal trucks do not represent all legal loads. Single unit trucks with heavy… (more)

Subjects/Keywords: Civil Engineering; Bridges, Load Rating, SHV, Special Hauling Vehicles

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APA (6th Edition):

Ahmad, M. (2017). Assessment of Bridges with an Ohio Legal Load Rating Factor Greater than 1.35 to Meet Specialized Hauling Vehicle Requirements in Ohio. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1501750643087275

Chicago Manual of Style (16th Edition):

Ahmad, Mubashshir. “Assessment of Bridges with an Ohio Legal Load Rating Factor Greater than 1.35 to Meet Specialized Hauling Vehicle Requirements in Ohio.” 2017. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1501750643087275.

MLA Handbook (7th Edition):

Ahmad, Mubashshir. “Assessment of Bridges with an Ohio Legal Load Rating Factor Greater than 1.35 to Meet Specialized Hauling Vehicle Requirements in Ohio.” 2017. Web. 20 Oct 2019.

Vancouver:

Ahmad M. Assessment of Bridges with an Ohio Legal Load Rating Factor Greater than 1.35 to Meet Specialized Hauling Vehicle Requirements in Ohio. [Internet] [Masters thesis]. University of Toledo; 2017. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1501750643087275.

Council of Science Editors:

Ahmad M. Assessment of Bridges with an Ohio Legal Load Rating Factor Greater than 1.35 to Meet Specialized Hauling Vehicle Requirements in Ohio. [Masters Thesis]. University of Toledo; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1501750643087275


University of Toledo

13. Penumatsa, Gowtham, Penumatsa. Corrosion Detection in Reinforced Concrete Using Acoustic Emission Technique.

Degree: MS, Civil Engineering, 2016, University of Toledo

 Corrosion of reinforcing steel is the major cause for deterioration of concrete structures. Corrosion of these steel bars potentially reduces the service life and ductilityof… (more)

Subjects/Keywords: Civil Engineering; Engineering

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APA (6th Edition):

Penumatsa, Gowtham, P. (2016). Corrosion Detection in Reinforced Concrete Using Acoustic Emission Technique. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1462898129

Chicago Manual of Style (16th Edition):

Penumatsa, Gowtham, Penumatsa. “Corrosion Detection in Reinforced Concrete Using Acoustic Emission Technique.” 2016. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1462898129.

MLA Handbook (7th Edition):

Penumatsa, Gowtham, Penumatsa. “Corrosion Detection in Reinforced Concrete Using Acoustic Emission Technique.” 2016. Web. 20 Oct 2019.

Vancouver:

Penumatsa, Gowtham P. Corrosion Detection in Reinforced Concrete Using Acoustic Emission Technique. [Internet] [Masters thesis]. University of Toledo; 2016. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1462898129.

Council of Science Editors:

Penumatsa, Gowtham P. Corrosion Detection in Reinforced Concrete Using Acoustic Emission Technique. [Masters Thesis]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1462898129


University of Toledo

14. Ghasemi, Milad. Non-Destructive Monitoring and Active Prevention of Corrosion in the Main Cables of Anthony Wayne Bridge.

Degree: MSand Education, Civil Engineering, 2018, University of Toledo

 The Anthony Wayne Bridge, constructed in 1931, is a suspension bridge over the Maumee River in Toledo, Ohio. Since its construction, major rehabilitation projects have… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Ghasemi, M. (2018). Non-Destructive Monitoring and Active Prevention of Corrosion in the Main Cables of Anthony Wayne Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo152524848505022

Chicago Manual of Style (16th Edition):

Ghasemi, Milad. “Non-Destructive Monitoring and Active Prevention of Corrosion in the Main Cables of Anthony Wayne Bridge.” 2018. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo152524848505022.

MLA Handbook (7th Edition):

Ghasemi, Milad. “Non-Destructive Monitoring and Active Prevention of Corrosion in the Main Cables of Anthony Wayne Bridge.” 2018. Web. 20 Oct 2019.

Vancouver:

Ghasemi M. Non-Destructive Monitoring and Active Prevention of Corrosion in the Main Cables of Anthony Wayne Bridge. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo152524848505022.

Council of Science Editors:

Ghasemi M. Non-Destructive Monitoring and Active Prevention of Corrosion in the Main Cables of Anthony Wayne Bridge. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo152524848505022


University of Toledo

15. Byanjankar, Manil, Byanjankar. Testing of a new Ice Presence and State Sensor on Above Deck Structure of a Bridge.

Degree: MS, Civil Engineering, 2016, University of Toledo

 The Veterans’ Glass City Skyway (VGCS) Bridge is a large cable-stayed bridge, which crosses Maumee River in Toledo, Ohio. It is located in an area,… (more)

Subjects/Keywords: Civil Engineering; Electrical Engineering; Engineering; Environmental Engineering; VGCS; icing event; ODOT; dashboard; UT Ice Presence and State Sensor; UT Optical Thickness Sensor

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APA (6th Edition):

Byanjankar, Manil, B. (2016). Testing of a new Ice Presence and State Sensor on Above Deck Structure of a Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469210722

Chicago Manual of Style (16th Edition):

Byanjankar, Manil, Byanjankar. “Testing of a new Ice Presence and State Sensor on Above Deck Structure of a Bridge.” 2016. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469210722.

MLA Handbook (7th Edition):

Byanjankar, Manil, Byanjankar. “Testing of a new Ice Presence and State Sensor on Above Deck Structure of a Bridge.” 2016. Web. 20 Oct 2019.

Vancouver:

Byanjankar, Manil B. Testing of a new Ice Presence and State Sensor on Above Deck Structure of a Bridge. [Internet] [Masters thesis]. University of Toledo; 2016. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469210722.

Council of Science Editors:

Byanjankar, Manil B. Testing of a new Ice Presence and State Sensor on Above Deck Structure of a Bridge. [Masters Thesis]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1469210722


University of Toledo

16. Ahamdi, Hossein. Concrete Bridge Deck Aging, Inspection and Maintenance.

Degree: MS, Civil Engineering, 2017, University of Toledo

 Civil infrastructure systems such as highways and bridges represent the skeleton of any nation. The condition of the transportation infrastructure in the United States is… (more)

Subjects/Keywords: Civil Engineering; Bridge, Inspection, Non-destructive test, NDT, Aging, Deterioration

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APA (6th Edition):

Ahamdi, H. (2017). Concrete Bridge Deck Aging, Inspection and Maintenance. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1513292224089599

Chicago Manual of Style (16th Edition):

Ahamdi, Hossein. “Concrete Bridge Deck Aging, Inspection and Maintenance.” 2017. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1513292224089599.

MLA Handbook (7th Edition):

Ahamdi, Hossein. “Concrete Bridge Deck Aging, Inspection and Maintenance.” 2017. Web. 20 Oct 2019.

Vancouver:

Ahamdi H. Concrete Bridge Deck Aging, Inspection and Maintenance. [Internet] [Masters thesis]. University of Toledo; 2017. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1513292224089599.

Council of Science Editors:

Ahamdi H. Concrete Bridge Deck Aging, Inspection and Maintenance. [Masters Thesis]. University of Toledo; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1513292224089599


University of Toledo

17. Paneru, Nav Raj. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.

Degree: MS, Civil Engineering, 2018, University of Toledo

 Carbon fiber reinforced polymer (CFRP) reinforcement has been studied as an alternative to steel reinforcement due to steel's high susceptibility to corrosion in bridge girders.… (more)

Subjects/Keywords: Civil Engineering; CFRP; CFCC; Prestressed CFRP; Tendons; Strands; Carbon Fiber Reinforced Polymer; FRP; GFRP; AFRP; Bridge Design; Carbon Fiber Reinforced Polymer Tendons in Bridges

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APA (6th Edition):

Paneru, N. R. (2018). Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648

Chicago Manual of Style (16th Edition):

Paneru, Nav Raj. “Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.” 2018. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648.

MLA Handbook (7th Edition):

Paneru, Nav Raj. “Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges.” 2018. Web. 20 Oct 2019.

Vancouver:

Paneru NR. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648.

Council of Science Editors:

Paneru NR. Carbon Fiber Reinforced Polymer (CFRP) Tendons in Bridges. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544741841522648


University of Toledo

18. Khanal, Abhisek. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes.

Degree: MS, Civil Engineering, 2019, University of Toledo

 This thesis is a review of research on Hollow core floors in New Zealand. It looks at the research on hollow core floors, from 1990s… (more)

Subjects/Keywords: Civil Engineering; Hollow-core floors; New Zealand

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APA (6th Edition):

Khanal, A. (2019). Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695

Chicago Manual of Style (16th Edition):

Khanal, Abhisek. “Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes.” 2019. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695.

MLA Handbook (7th Edition):

Khanal, Abhisek. “Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes.” 2019. Web. 20 Oct 2019.

Vancouver:

Khanal A. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes. [Internet] [Masters thesis]. University of Toledo; 2019. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695.

Council of Science Editors:

Khanal A. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes. [Masters Thesis]. University of Toledo; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695


University of Toledo

19. Lamichhane, Udit. Numerical Analysis of Cracked Aluminum and Steel Connection by ANSYS.

Degree: MS, Civil Engineering, 2018, University of Toledo

 This thesis analytically investigates the amount of damage the connections of analuminum overhead sign support truss can sustain without truss failure. The OhioDepartment of Transportation… (more)

Subjects/Keywords: Civil Engineering; Galvanic Corrosion, ANSYS, von Mises Stress

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APA (6th Edition):

Lamichhane, U. (2018). Numerical Analysis of Cracked Aluminum and Steel Connection by ANSYS. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544738026833242

Chicago Manual of Style (16th Edition):

Lamichhane, Udit. “Numerical Analysis of Cracked Aluminum and Steel Connection by ANSYS.” 2018. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544738026833242.

MLA Handbook (7th Edition):

Lamichhane, Udit. “Numerical Analysis of Cracked Aluminum and Steel Connection by ANSYS.” 2018. Web. 20 Oct 2019.

Vancouver:

Lamichhane U. Numerical Analysis of Cracked Aluminum and Steel Connection by ANSYS. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544738026833242.

Council of Science Editors:

Lamichhane U. Numerical Analysis of Cracked Aluminum and Steel Connection by ANSYS. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544738026833242


University of Toledo

20. Sapkota, Suman. Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis.

Degree: MS, Civil Engineering, 2018, University of Toledo

 The structures which seem to be strong may collapse during an earthquake. This was the case of the Pyne Gould Corporation building in New Zealand,… (more)

Subjects/Keywords: Civil Engineering; Pushover Analysis, Hinges, Reinforced Concrete buildings, Shearwall, SAP2000, ETABS, Nonlinear Static Analysis

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APA (6th Edition):

Sapkota, S. (2018). Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621

Chicago Manual of Style (16th Edition):

Sapkota, Suman. “Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis.” 2018. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621.

MLA Handbook (7th Edition):

Sapkota, Suman. “Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis.” 2018. Web. 20 Oct 2019.

Vancouver:

Sapkota S. Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621.

Council of Science Editors:

Sapkota S. Seismic Capacity Evaluation of Reinforced Concrete Buildings Using Pushover Analysis. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544707728674621


University of Toledo

21. Islam, Shariful. Load Rating Study of Effects of Special Hauling Vehicle Loads on Ohio Bridges.

Degree: MS, Civil Engineering, 2018, University of Toledo

 Short, single-unit trucks with heavy, closely spaced axle-loads, referred to as Specialized Hauling Vehicles (SHVs), have lower load ratings than AASHTO legal loads. SHVs may… (more)

Subjects/Keywords: Civil Engineering; Bridge; Bridge Load Rating; AASHTOWare BrR; Specialized Hauling Vehicles; Ohio Legal Loads; AASHTO Legal Loads; Parametric Study; ODOT; Civil Engineering

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APA (6th Edition):

Islam, S. (2018). Load Rating Study of Effects of Special Hauling Vehicle Loads on Ohio Bridges. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544818358028013

Chicago Manual of Style (16th Edition):

Islam, Shariful. “Load Rating Study of Effects of Special Hauling Vehicle Loads on Ohio Bridges.” 2018. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544818358028013.

MLA Handbook (7th Edition):

Islam, Shariful. “Load Rating Study of Effects of Special Hauling Vehicle Loads on Ohio Bridges.” 2018. Web. 20 Oct 2019.

Vancouver:

Islam S. Load Rating Study of Effects of Special Hauling Vehicle Loads on Ohio Bridges. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544818358028013.

Council of Science Editors:

Islam S. Load Rating Study of Effects of Special Hauling Vehicle Loads on Ohio Bridges. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1544818358028013


University of Toledo

22. Niroula, Kushal. Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge.

Degree: MS, Civil Engineering, 2014, University of Toledo

 The 82 year old Anthony Wayne Bridge (AWB) in Toledo, Ohio is undergoing an extensive rehabilitation in two phases starting in construction season 2014. The… (more)

Subjects/Keywords: Civil Engineering; Electrical Engineering; Acoustic Monitoring, Main Suspension Cables, Structural Health Monitoring, Non-Destructive Evaluation, Anthony Wayne Bridge, Acoustic Emission

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APA (6th Edition):

Niroula, K. (2014). Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404

Chicago Manual of Style (16th Edition):

Niroula, Kushal. “Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge.” 2014. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404.

MLA Handbook (7th Edition):

Niroula, Kushal. “Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge.” 2014. Web. 20 Oct 2019.

Vancouver:

Niroula K. Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge. [Internet] [Masters thesis]. University of Toledo; 2014. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404.

Council of Science Editors:

Niroula K. Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge. [Masters Thesis]. University of Toledo; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404


University of Toledo

23. Gyawali, Himal. Parametric Study for Assessment of Bridges to Meet Specialized Hauling Vehicles Requirements in Ohio.

Degree: MS, Civil Engineering, 2018, University of Toledo

 According to the FHWA (Federal Highway Administration) memo dated November 15, 2013, state Departments of Transportation (DOTs) are required to incorporate SHVs (Special Hauling Vehicles)… (more)

Subjects/Keywords: Civil Engineering; Transportation; Load Rating; Specialized Hauling Vehicle; SHV vehicle; Load rating of Bridge in Ohio; Parametric study and load rating; SHV; Load rating FHWA Ohio; Bridges in Ohio; Parametric Study; Ohio Legal load; Inventory load rating; Operating Load rating

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APA (6th Edition):

Gyawali, H. (2018). Parametric Study for Assessment of Bridges to Meet Specialized Hauling Vehicles Requirements in Ohio. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo154473302303056

Chicago Manual of Style (16th Edition):

Gyawali, Himal. “Parametric Study for Assessment of Bridges to Meet Specialized Hauling Vehicles Requirements in Ohio.” 2018. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo154473302303056.

MLA Handbook (7th Edition):

Gyawali, Himal. “Parametric Study for Assessment of Bridges to Meet Specialized Hauling Vehicles Requirements in Ohio.” 2018. Web. 20 Oct 2019.

Vancouver:

Gyawali H. Parametric Study for Assessment of Bridges to Meet Specialized Hauling Vehicles Requirements in Ohio. [Internet] [Masters thesis]. University of Toledo; 2018. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo154473302303056.

Council of Science Editors:

Gyawali H. Parametric Study for Assessment of Bridges to Meet Specialized Hauling Vehicles Requirements in Ohio. [Masters Thesis]. University of Toledo; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo154473302303056


University of Toledo

24. Haroon, Abdullah. Evaluation of Remaining Fatigue Life of a Non-Cantilever Highway Truss With Tubular Joints.

Degree: MS, Civil Engineering, 2019, University of Toledo

 Non-cantilevered support structures have been widely used in the transportation department for supporting overhead traffic signs and signals. Several of them exhibit fracture failure at… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Haroon, A. (2019). Evaluation of Remaining Fatigue Life of a Non-Cantilever Highway Truss With Tubular Joints. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556235660877763

Chicago Manual of Style (16th Edition):

Haroon, Abdullah. “Evaluation of Remaining Fatigue Life of a Non-Cantilever Highway Truss With Tubular Joints.” 2019. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556235660877763.

MLA Handbook (7th Edition):

Haroon, Abdullah. “Evaluation of Remaining Fatigue Life of a Non-Cantilever Highway Truss With Tubular Joints.” 2019. Web. 20 Oct 2019.

Vancouver:

Haroon A. Evaluation of Remaining Fatigue Life of a Non-Cantilever Highway Truss With Tubular Joints. [Internet] [Masters thesis]. University of Toledo; 2019. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556235660877763.

Council of Science Editors:

Haroon A. Evaluation of Remaining Fatigue Life of a Non-Cantilever Highway Truss With Tubular Joints. [Masters Thesis]. University of Toledo; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1556235660877763


University of Toledo

25. Abdelaal, Ahmed Magdy. Atmospheric Icing on Bridge Stays.

Degree: PhD, Mechanical Engineering, 2016, University of Toledo

 Atmospheric icing is a significant problem that affects structures such as power lines, telecommunications towers, and bridges. This study focuses primarily on icing on cable-stayed… (more)

Subjects/Keywords: Mechanical Engineering; Civil Engineering; Engineering; Icing, icing sensor, optical sensor, accumulation model, shedding model, bridge

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APA (6th Edition):

Abdelaal, A. M. (2016). Atmospheric Icing on Bridge Stays. (Doctoral Dissertation). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1483746010505796

Chicago Manual of Style (16th Edition):

Abdelaal, Ahmed Magdy. “Atmospheric Icing on Bridge Stays.” 2016. Doctoral Dissertation, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1483746010505796.

MLA Handbook (7th Edition):

Abdelaal, Ahmed Magdy. “Atmospheric Icing on Bridge Stays.” 2016. Web. 20 Oct 2019.

Vancouver:

Abdelaal AM. Atmospheric Icing on Bridge Stays. [Internet] [Doctoral dissertation]. University of Toledo; 2016. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1483746010505796.

Council of Science Editors:

Abdelaal AM. Atmospheric Icing on Bridge Stays. [Doctoral Dissertation]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1483746010505796

26. Mirto, Clinton James. A Sensor for Ice Monitoring on Bridge Superstructures.

Degree: MS, Civil Engineering, 2015, University of Toledo

 In January 2015, another major icing event occurred on the Veterans’ Glass City Skyway. This event required all northbound lanes to close for a duration… (more)

Subjects/Keywords: Civil Engineering; Environmental Engineering; Engineering; Electrical Engineering; Icing; Cable-stayed bridge; anti-icing; de-icing; weather monitoring; presence and state sensor; thickness sensor

…12 University of Toledo Icing Tunnel SolidWorks Design… …20 The University of Toledo Icing Tunnel… …evaluation and sensor development performed by the University of Toledo icing research team. There… …4 discusses the evaluation and sensor development that the University of Toledo icing… …University of Toledo Testing Facilities In order to evaluate the technologies that were deemed… 

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APA (6th Edition):

Mirto, C. J. (2015). A Sensor for Ice Monitoring on Bridge Superstructures. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1430411421

Chicago Manual of Style (16th Edition):

Mirto, Clinton James. “A Sensor for Ice Monitoring on Bridge Superstructures.” 2015. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1430411421.

MLA Handbook (7th Edition):

Mirto, Clinton James. “A Sensor for Ice Monitoring on Bridge Superstructures.” 2015. Web. 20 Oct 2019.

Vancouver:

Mirto CJ. A Sensor for Ice Monitoring on Bridge Superstructures. [Internet] [Masters thesis]. University of Toledo; 2015. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1430411421.

Council of Science Editors:

Mirto CJ. A Sensor for Ice Monitoring on Bridge Superstructures. [Masters Thesis]. University of Toledo; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1430411421

27. Qiao, Chong. Analytical and Experimental Stress During Construction of the Veteran’s Glass City Skyway.

Degree: MSin Civil Engineering, Civil Engineering, 2009, University of Toledo

 The Veterans’ Glass City Skyway (VGCS) is a long span cable stayed bridge that carries I-280 over the Maumee River in Northwestern Ohio. Composed of… (more)

Subjects/Keywords: Civil Engineering

…faculty and students from the University of Toledo and the University of Cincinnati to… 

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APA (6th Edition):

Qiao, C. (2009). Analytical and Experimental Stress During Construction of the Veteran’s Glass City Skyway. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1243435978

Chicago Manual of Style (16th Edition):

Qiao, Chong. “Analytical and Experimental Stress During Construction of the Veteran’s Glass City Skyway.” 2009. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1243435978.

MLA Handbook (7th Edition):

Qiao, Chong. “Analytical and Experimental Stress During Construction of the Veteran’s Glass City Skyway.” 2009. Web. 20 Oct 2019.

Vancouver:

Qiao C. Analytical and Experimental Stress During Construction of the Veteran’s Glass City Skyway. [Internet] [Masters thesis]. University of Toledo; 2009. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1243435978.

Council of Science Editors:

Qiao C. Analytical and Experimental Stress During Construction of the Veteran’s Glass City Skyway. [Masters Thesis]. University of Toledo; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1243435978

28. Hammada, Ahmmed A. SuperLoad Crossing of Millard Avenue Bridges Over Duck Creek and CSX Railroad.

Degree: MSin Civil Engineering, Civil Engineering, 2012, University of Toledo

 A series of superloads crossed the Millard Avenue Bridges which span over Duck Creek and the CSX railroad. These bridges are located in Toledo and… (more)

Subjects/Keywords: Civil Engineering; kinked girder; superload; strain evaluation; Curved Bridge Modeling

…113 5.6 The University of Toledo model and BDI model… …114 xiv 5-15: University of Toledo Model Results… …Oregon, Ohio approached the University of Toledo about investigating the adequacy of the two… …assembled to work on this project included members from the University of Toledo Department of… …introduced The University of Toledo to their analysis software WinGen, WinGrf, and WinSac. The… 

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APA (6th Edition):

Hammada, A. A. (2012). SuperLoad Crossing of Millard Avenue Bridges Over Duck Creek and CSX Railroad. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1353103016

Chicago Manual of Style (16th Edition):

Hammada, Ahmmed A. “SuperLoad Crossing of Millard Avenue Bridges Over Duck Creek and CSX Railroad.” 2012. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1353103016.

MLA Handbook (7th Edition):

Hammada, Ahmmed A. “SuperLoad Crossing of Millard Avenue Bridges Over Duck Creek and CSX Railroad.” 2012. Web. 20 Oct 2019.

Vancouver:

Hammada AA. SuperLoad Crossing of Millard Avenue Bridges Over Duck Creek and CSX Railroad. [Internet] [Masters thesis]. University of Toledo; 2012. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1353103016.

Council of Science Editors:

Hammada AA. SuperLoad Crossing of Millard Avenue Bridges Over Duck Creek and CSX Railroad. [Masters Thesis]. University of Toledo; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1353103016

29. Colony, Charles W, Colony. An Evaluation of Corrosion Sensors for the Monitoring of the Main Cables of the Anthony Wayne Bridge.

Degree: MS, Civil Engineering, 2016, University of Toledo

 The Anthony Wayne Bridge is a suspension bridge located in Toledo, Ohio currently undergoing an extensive rehabilitation project. Internal inspection revealed corrosion of the steel… (more)

Subjects/Keywords: Civil Engineering; linear polarization corrosion Anthony Wayne Bridge dehumidification LPR bridge

University of Toledo to investigate the possible usage of a corrosion sensor that could be inserted… …at the University of Toledo from 2012 to 2014 that 12 dealt with the use of acoustic… …the University of Toledo. After the dehumidification system is installed, humidity will be… …University of Toledo will involve the specific Analatom AN110 LPR sensor model. These tests will… 

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APA (6th Edition):

Colony, Charles W, C. (2016). An Evaluation of Corrosion Sensors for the Monitoring of the Main Cables of the Anthony Wayne Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1471543246

Chicago Manual of Style (16th Edition):

Colony, Charles W, Colony. “An Evaluation of Corrosion Sensors for the Monitoring of the Main Cables of the Anthony Wayne Bridge.” 2016. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1471543246.

MLA Handbook (7th Edition):

Colony, Charles W, Colony. “An Evaluation of Corrosion Sensors for the Monitoring of the Main Cables of the Anthony Wayne Bridge.” 2016. Web. 20 Oct 2019.

Vancouver:

Colony, Charles W C. An Evaluation of Corrosion Sensors for the Monitoring of the Main Cables of the Anthony Wayne Bridge. [Internet] [Masters thesis]. University of Toledo; 2016. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1471543246.

Council of Science Editors:

Colony, Charles W C. An Evaluation of Corrosion Sensors for the Monitoring of the Main Cables of the Anthony Wayne Bridge. [Masters Thesis]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1471543246

30. Zhang, Ruomeng. Evaluation of Current Concrete Creep Prediction Models.

Degree: MS, Civil Engineering, 2016, University of Toledo

 Creep is one of the main reasons that concrete shape changes with time. Thesechanges may cause cracking or deflection that greatly affect the service life… (more)

Subjects/Keywords: Civil Engineering; concrete creep, creep prediction models, creep coefficient, creep compliance, deflections, numerical models, time dependence

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

APA (6th Edition):

Zhang, R. (2016). Evaluation of Current Concrete Creep Prediction Models. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1461963600

Chicago Manual of Style (16th Edition):

Zhang, Ruomeng. “Evaluation of Current Concrete Creep Prediction Models.” 2016. Masters Thesis, University of Toledo. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1461963600.

MLA Handbook (7th Edition):

Zhang, Ruomeng. “Evaluation of Current Concrete Creep Prediction Models.” 2016. Web. 20 Oct 2019.

Vancouver:

Zhang R. Evaluation of Current Concrete Creep Prediction Models. [Internet] [Masters thesis]. University of Toledo; 2016. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1461963600.

Council of Science Editors:

Zhang R. Evaluation of Current Concrete Creep Prediction Models. [Masters Thesis]. University of Toledo; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1461963600

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