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You searched for +publisher:"Virginia Tech" +contributor:("Roberts-Wollmann, Carin L."). Showing records 1 – 30 of 150 total matches.

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1. Arif Edwin, Ezra Bin. Refinement of the Inverted T-Beam Bridge System for Virginia.

Degree: MS, Civil Engineering, 2017, Virginia Tech

 The inverted T-beam bridge system is a bridge construction technique that follows accelerated bridge construction processes. The system was discovered in France and first adopted… (more)

Subjects/Keywords: Inverted T-Beam; Poutre Dalle; Accelerated Bridge Construction; Reflective Cracking; Subassemblage; Transverse Bending

…and State University (Virginia Tech), from 2012-2014 (Menkulasi 2014)… 

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APA (6th Edition):

Arif Edwin, E. B. (2017). Refinement of the Inverted T-Beam Bridge System for Virginia. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78612

Chicago Manual of Style (16th Edition):

Arif Edwin, Ezra Bin. “Refinement of the Inverted T-Beam Bridge System for Virginia.” 2017. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/78612.

MLA Handbook (7th Edition):

Arif Edwin, Ezra Bin. “Refinement of the Inverted T-Beam Bridge System for Virginia.” 2017. Web. 26 Oct 2020.

Vancouver:

Arif Edwin EB. Refinement of the Inverted T-Beam Bridge System for Virginia. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/78612.

Council of Science Editors:

Arif Edwin EB. Refinement of the Inverted T-Beam Bridge System for Virginia. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78612

2. McNicol, Thomas James. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 Moisture from concrete has been estimated to be responsible for over $1 billion annually from damages in floor coverings. To prevent damages, flooring manufacturers require… (more)

Subjects/Keywords: Concrete Moisture Testing; Concrete Relative Humidity Testing; Psychrometric Properties; Concrete Slabs for Flooring

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APA (6th Edition):

McNicol, T. J. (2016). Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64973

Chicago Manual of Style (16th Edition):

McNicol, Thomas James. “Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes.” 2016. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/64973.

MLA Handbook (7th Edition):

McNicol, Thomas James. “Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes.” 2016. Web. 26 Oct 2020.

Vancouver:

McNicol TJ. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/64973.

Council of Science Editors:

McNicol TJ. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/64973

3. Black, Valerie Mills. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 This thesis presents results of an experimental investigation to characterize single straight steel fiber pullout in Ultra-High Performance Concrete (UHPC). Several parameters were explored including… (more)

Subjects/Keywords: fiber pullout; proximity effect; Ultra-High Performance Concrete; bond slip

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APA (6th Edition):

Black, V. M. (2014). Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49611

Chicago Manual of Style (16th Edition):

Black, Valerie Mills. “Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete.” 2014. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/49611.

MLA Handbook (7th Edition):

Black, Valerie Mills. “Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete.” 2014. Web. 26 Oct 2020.

Vancouver:

Black VM. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/49611.

Council of Science Editors:

Black VM. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49611

4. Mohammadian, Mehrshid. Testing of the Transverse Tendon Behavior in the Varina-Enon Bridge.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 Bridges play a very important role in the Transportation Systems all over the world. According to American Society of Civil Engineering (ASCE), United States bridges… (more)

Subjects/Keywords: Transverse tendons

…Structures Laboratory at Virginia Tech to provide additional information about tendons in the… 

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APA (6th Edition):

Mohammadian, M. (2019). Testing of the Transverse Tendon Behavior in the Varina-Enon Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/89563

Chicago Manual of Style (16th Edition):

Mohammadian, Mehrshid. “Testing of the Transverse Tendon Behavior in the Varina-Enon Bridge.” 2019. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/89563.

MLA Handbook (7th Edition):

Mohammadian, Mehrshid. “Testing of the Transverse Tendon Behavior in the Varina-Enon Bridge.” 2019. Web. 26 Oct 2020.

Vancouver:

Mohammadian M. Testing of the Transverse Tendon Behavior in the Varina-Enon Bridge. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/89563.

Council of Science Editors:

Mohammadian M. Testing of the Transverse Tendon Behavior in the Varina-Enon Bridge. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/89563

5. Groshek, Isaac Gerard. Corrosion Behavior of ASTM A1010 Stainless Steel for Applications in Bridge Components.

Degree: MS, Civil Engineering, 2017, Virginia Tech

 The purpose of this research was the investigation of the corrosion behavior of a low chromium-content stainless steel, ASTM A1010, for use in steel bridge… (more)

Subjects/Keywords: Corrosion; Stainless Steel; Bridges

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APA (6th Edition):

Groshek, I. G. (2017). Corrosion Behavior of ASTM A1010 Stainless Steel for Applications in Bridge Components. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78191

Chicago Manual of Style (16th Edition):

Groshek, Isaac Gerard. “Corrosion Behavior of ASTM A1010 Stainless Steel for Applications in Bridge Components.” 2017. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/78191.

MLA Handbook (7th Edition):

Groshek, Isaac Gerard. “Corrosion Behavior of ASTM A1010 Stainless Steel for Applications in Bridge Components.” 2017. Web. 26 Oct 2020.

Vancouver:

Groshek IG. Corrosion Behavior of ASTM A1010 Stainless Steel for Applications in Bridge Components. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/78191.

Council of Science Editors:

Groshek IG. Corrosion Behavior of ASTM A1010 Stainless Steel for Applications in Bridge Components. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78191

6. Jones, Mark Stevens. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.

Degree: MS, Civil Engineering, 2017, Virginia Tech

 This thesis investigates the repair of impact-damaged prestressed concrete bridge girders with strand splices and fabric-reinforced cementitious matrix systems, specifically for repair of structural damage… (more)

Subjects/Keywords: Bridge; Repair; FRP; FRCM; Strand Splice

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APA (6th Edition):

Jones, M. S. (2017). Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/76648

Chicago Manual of Style (16th Edition):

Jones, Mark Stevens. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.” 2017. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/76648.

MLA Handbook (7th Edition):

Jones, Mark Stevens. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.” 2017. Web. 26 Oct 2020.

Vancouver:

Jones MS. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/76648.

Council of Science Editors:

Jones MS. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/76648

7. Sultan, Abdullah Emad. Alternative Methods for Sealing Overlapping Steel Members with Narrow Gaps During Galvanizing.

Degree: MS, Civil Engineering, 2018, Virginia Tech

 Narrow gaps in overlapping structural steel surfaces are problematic when being hot-dip galvanized due to the potential for trapped cleaning solutions between the surfaces. A… (more)

Subjects/Keywords: Steel; Overlapping Surfaces; Hot-Dip Galvanizing; Corrosion

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APA (6th Edition):

Sultan, A. E. (2018). Alternative Methods for Sealing Overlapping Steel Members with Narrow Gaps During Galvanizing. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/83182

Chicago Manual of Style (16th Edition):

Sultan, Abdullah Emad. “Alternative Methods for Sealing Overlapping Steel Members with Narrow Gaps During Galvanizing.” 2018. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/83182.

MLA Handbook (7th Edition):

Sultan, Abdullah Emad. “Alternative Methods for Sealing Overlapping Steel Members with Narrow Gaps During Galvanizing.” 2018. Web. 26 Oct 2020.

Vancouver:

Sultan AE. Alternative Methods for Sealing Overlapping Steel Members with Narrow Gaps During Galvanizing. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/83182.

Council of Science Editors:

Sultan AE. Alternative Methods for Sealing Overlapping Steel Members with Narrow Gaps During Galvanizing. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/83182

8. Reilly, James Joseph. Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations.

Degree: MS, Civil Engineering, 2017, Virginia Tech

 The Hampton Roads Bridge-Tunnel is one of the oldest prestressed concrete structures in the United States. The 3.5 mile long twin structure includes the world's… (more)

Subjects/Keywords: Deteriorated Prestressed Concrete Girders; Live Load Test; Live Load Distribution Factors; Bridge-Tunnel; Offshore Deflection Measurement System

…rating. Researchers from University of Virginia (UVA) and Virginia Tech performed the… …reports for the structure. In the eastbound structure, span 56 was tested by Virginia Tech and… …deterioration (56). In the westbound structure, Virginia Tech tested spans 31 and 32 the… …x28;Lan et. al 2008) In the past, live load tests have been performed at Virginia Tech… 

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APA (6th Edition):

Reilly, J. J. (2017). Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/74302

Chicago Manual of Style (16th Edition):

Reilly, James Joseph. “Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations.” 2017. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/74302.

MLA Handbook (7th Edition):

Reilly, James Joseph. “Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations.” 2017. Web. 26 Oct 2020.

Vancouver:

Reilly JJ. Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/74302.

Council of Science Editors:

Reilly JJ. Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/74302

9. Allen, Amy Melissa. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 Post-earthquake fires can negatively affect the safety and collapse probability of Reinforced Concrete (RC) structures. At present, there has been no systematic effort to assess… (more)

Subjects/Keywords: truss model; earthquake; fire; reinforced concrete

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APA (6th Edition):

Allen, A. M. (2015). Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52982

Chicago Manual of Style (16th Edition):

Allen, Amy Melissa. “Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures.” 2015. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/52982.

MLA Handbook (7th Edition):

Allen, Amy Melissa. “Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures.” 2015. Web. 26 Oct 2020.

Vancouver:

Allen AM. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/52982.

Council of Science Editors:

Allen AM. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/52982

10. Farhadi, Mehrnoush. Finite Element Modeling of Steel Corrosion in Concrete Structures.

Degree: MS, Civil Engineering, 2018, Virginia Tech

 Concrete is a popular construction material for bridges, due to its high durability and energy efficiency. An important concern for concrete bridges is the possible… (more)

Subjects/Keywords: Advection-diffusion; Chloride-induced Corrosion; Chloride transport; Electro-chemical cell; Finite element analysis; Moisture isotherm; Reinforced concrete structures; Polarization; SUPG method; Tafel diagram

…VT- MultiPhys : Virginia Tech- Multiphysics program xviii Preface This thesis report… 

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APA (6th Edition):

Farhadi, M. (2018). Finite Element Modeling of Steel Corrosion in Concrete Structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/85022

Chicago Manual of Style (16th Edition):

Farhadi, Mehrnoush. “Finite Element Modeling of Steel Corrosion in Concrete Structures.” 2018. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/85022.

MLA Handbook (7th Edition):

Farhadi, Mehrnoush. “Finite Element Modeling of Steel Corrosion in Concrete Structures.” 2018. Web. 26 Oct 2020.

Vancouver:

Farhadi M. Finite Element Modeling of Steel Corrosion in Concrete Structures. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/85022.

Council of Science Editors:

Farhadi M. Finite Element Modeling of Steel Corrosion in Concrete Structures. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/85022


Virginia Tech

11. Rivera, Elias Alexander. Fatigue Assessment for Failed Bridge Deck Closure Pour.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 After 17 years in service, a 3 ft by 3 ft closure pour section of an Interstate 81 (I-81) bridge deck failed by punching through… (more)

Subjects/Keywords: construction joint; reinforcing steel; closure pour; bridge deck; fatigue

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APA (6th Edition):

Rivera, E. A. (2012). Fatigue Assessment for Failed Bridge Deck Closure Pour. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33242

Chicago Manual of Style (16th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/33242.

MLA Handbook (7th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Web. 26 Oct 2020.

Vancouver:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/33242.

Council of Science Editors:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/33242


Virginia Tech

12. Gangi, Michael Joseph. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 Highway bridges in the United States are frequently damaged by overheight vehicle collisions. The increasing number of prestressed concrete bridges indicates that the probability of… (more)

Subjects/Keywords: Prestressed concrete repair; analytical modeling; FRP; FRCM; Splices

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APA (6th Edition):

Gangi, M. J. (2015). Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56488

Chicago Manual of Style (16th Edition):

Gangi, Michael Joseph. “Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.” 2015. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/56488.

MLA Handbook (7th Edition):

Gangi, Michael Joseph. “Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.” 2015. Web. 26 Oct 2020.

Vancouver:

Gangi MJ. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/56488.

Council of Science Editors:

Gangi MJ. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56488


Virginia Tech

13. Liesen, Justin Adam. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 This study is part of a VDOT sponsored project focusing on repair techniques for impact damaged prestressed bridge girders. The investigation included evaluation of the… (more)

Subjects/Keywords: Prestressed concrete repair; flexural tests; FRP; Strand Splices

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APA (6th Edition):

Liesen, J. A. (2015). Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/54598

Chicago Manual of Style (16th Edition):

Liesen, Justin Adam. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer.” 2015. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/54598.

MLA Handbook (7th Edition):

Liesen, Justin Adam. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer.” 2015. Web. 26 Oct 2020.

Vancouver:

Liesen JA. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/54598.

Council of Science Editors:

Liesen JA. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/54598


Virginia Tech

14. Van Nosdall, Stephen Paul. Experiments on a Hybrid Composite Beam for Bridge Applications.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 This thesis details a study of the structural behavior of Hybrid-Composite Beams (HCB) consisting of a fiber reinforced polymer (FRP) shell with a concrete arch… (more)

Subjects/Keywords: Hybrid-Composite Beam; FRP; Force Distribution

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APA (6th Edition):

Van Nosdall, S. P. (2013). Experiments on a Hybrid Composite Beam for Bridge Applications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23106

Chicago Manual of Style (16th Edition):

Van Nosdall, Stephen Paul. “Experiments on a Hybrid Composite Beam for Bridge Applications.” 2013. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/23106.

MLA Handbook (7th Edition):

Van Nosdall, Stephen Paul. “Experiments on a Hybrid Composite Beam for Bridge Applications.” 2013. Web. 26 Oct 2020.

Vancouver:

Van Nosdall SP. Experiments on a Hybrid Composite Beam for Bridge Applications. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/23106.

Council of Science Editors:

Van Nosdall SP. Experiments on a Hybrid Composite Beam for Bridge Applications. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23106


Virginia Tech

15. Lang, Maria Weisner. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 The composite action of a bridge deck and girder is essential to the optimization of the superstructure. The transfer of forces in the deck to… (more)

Subjects/Keywords: Horizontal Shear; Shear Friction

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APA (6th Edition):

Lang, M. W. (2011). Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35631

Chicago Manual of Style (16th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/35631.

MLA Handbook (7th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Web. 26 Oct 2020.

Vancouver:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/35631.

Council of Science Editors:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/35631


Virginia Tech

16. Maurya, Abhilasha. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW).

Degree: MS, Civil Engineering, 2012, Virginia Tech

 Steel plate shear walls (SPSWs) are an attractive option for lateral load resisting systems for both new and retrofit construction. They, however, present various challenges… (more)

Subjects/Keywords: finite element modeling; seismic behavior; plate buckling; hysteretic damping; Steel Plate Shear Wall

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APA (6th Edition):

Maurya, A. (2012). Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34466

Chicago Manual of Style (16th Edition):

Maurya, Abhilasha. “Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW).” 2012. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/34466.

MLA Handbook (7th Edition):

Maurya, Abhilasha. “Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW).” 2012. Web. 26 Oct 2020.

Vancouver:

Maurya A. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/34466.

Council of Science Editors:

Maurya A. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/34466


Virginia Tech

17. Thornton, Nathan Paul. Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 As Americaâ s infrastructure ages, many of the nationâ s bridges approach the end of their service life. In order to develop a method for… (more)

Subjects/Keywords: open-spandrel concrete arch bridge; live load test; Virginia Department of Transportation (VDOT); finite element modeling

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APA (6th Edition):

Thornton, N. P. (2012). Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35195

Chicago Manual of Style (16th Edition):

Thornton, Nathan Paul. “Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation.” 2012. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/35195.

MLA Handbook (7th Edition):

Thornton, Nathan Paul. “Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation.” 2012. Web. 26 Oct 2020.

Vancouver:

Thornton NP. Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/35195.

Council of Science Editors:

Thornton NP. Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/35195


Virginia Tech

18. Joyce, Patrick Conor. Development of Improved Connection Details for Voided Slab Bridges.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 Adjacent voided slab bridges (AVSB) are economical systems for short spans. They provide the advantages of having low clearances due to their small section depths,… (more)

Subjects/Keywords: Voided Slab; Sub-Assemblage; Shear Key; Fiber Reinforced Concrete

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APA (6th Edition):

Joyce, P. C. (2014). Development of Improved Connection Details for Voided Slab Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49108

Chicago Manual of Style (16th Edition):

Joyce, Patrick Conor. “Development of Improved Connection Details for Voided Slab Bridges.” 2014. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/49108.

MLA Handbook (7th Edition):

Joyce, Patrick Conor. “Development of Improved Connection Details for Voided Slab Bridges.” 2014. Web. 26 Oct 2020.

Vancouver:

Joyce PC. Development of Improved Connection Details for Voided Slab Bridges. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/49108.

Council of Science Editors:

Joyce PC. Development of Improved Connection Details for Voided Slab Bridges. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49108


Virginia Tech

19. Lindley, Seth Michael. Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 Post-tensioned concrete is a building technology which provides a compressive force to concrete via steel tendons. This combination of steel and concrete allows for the… (more)

Subjects/Keywords: Prestressed concrete; Prestress loss; Creep; Shrinkage; Varina-Enon

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APA (6th Edition):

Lindley, S. M. (2019). Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/92799

Chicago Manual of Style (16th Edition):

Lindley, Seth Michael. “Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge.” 2019. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/92799.

MLA Handbook (7th Edition):

Lindley, Seth Michael. “Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge.” 2019. Web. 26 Oct 2020.

Vancouver:

Lindley SM. Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/92799.

Council of Science Editors:

Lindley SM. Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/92799


Virginia Tech

20. Bajzek, Sasha N. Tranverse Deck Reinforcement for Use in Tide Mill Bridge.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 The objective of the research presented in this thesis was to study and optimize the transverse deck reinforcement for a skewed concrete bridge deck supported… (more)

Subjects/Keywords: Hybrid-Composite Beam; Tide Mill Bridge; Skewed Bridge; Deck Design

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APA (6th Edition):

Bajzek, S. N. (2013). Tranverse Deck Reinforcement for Use in Tide Mill Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/19298

Chicago Manual of Style (16th Edition):

Bajzek, Sasha N. “Tranverse Deck Reinforcement for Use in Tide Mill Bridge.” 2013. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/19298.

MLA Handbook (7th Edition):

Bajzek, Sasha N. “Tranverse Deck Reinforcement for Use in Tide Mill Bridge.” 2013. Web. 26 Oct 2020.

Vancouver:

Bajzek SN. Tranverse Deck Reinforcement for Use in Tide Mill Bridge. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/19298.

Council of Science Editors:

Bajzek SN. Tranverse Deck Reinforcement for Use in Tide Mill Bridge. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/19298


Virginia Tech

21. Bowen, Galo Emilio. Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 This paper presents results of an experimental investigation to study the structural performance and deformability of a concrete bridge deck reinforced with corrosion resistant reinforcing… (more)

Subjects/Keywords: CRR; moment-curvature; stiffness; crack-width; deformability; Response 2000

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APA (6th Edition):

Bowen, G. E. (2013). Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23205

Chicago Manual of Style (16th Edition):

Bowen, Galo Emilio. “Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars.” 2013. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/23205.

MLA Handbook (7th Edition):

Bowen, Galo Emilio. “Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars.” 2013. Web. 26 Oct 2020.

Vancouver:

Bowen GE. Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/23205.

Council of Science Editors:

Bowen GE. Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23205


Virginia Tech

22. Pulumati, Vijaykanth. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System.

Degree: MS, Civil Engineering, 2018, Virginia Tech

 The inverted T-beam system provides an accelerated bridge construction alternative. The system consists of adjacent precast inverted T-beams finished with a cast-in-place concrete topping. The… (more)

Subjects/Keywords: DifferentialShrinkage; Creep; ConcreteBridgedeck; Reflectivecracking

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APA (6th Edition):

Pulumati, V. (2018). Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/83383

Chicago Manual of Style (16th Edition):

Pulumati, Vijaykanth. “Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System.” 2018. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/83383.

MLA Handbook (7th Edition):

Pulumati, Vijaykanth. “Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System.” 2018. Web. 26 Oct 2020.

Vancouver:

Pulumati V. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/83383.

Council of Science Editors:

Pulumati V. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/83383


Virginia Tech

23. Abbas, Ebrahim K. Corrosion Assessment for Failed Bridge Deck Closure Pour.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 Corrosion of reinforcing steel in concrete is a significant problem around the world. In the United States, there are approximately 600,000 bridges. From those bridges… (more)

Subjects/Keywords: Epoxy Coated Reinforcement (ECR); Unrestrained Shrinkage; Restrained Shrinkage; Bridge Deck; Prediction Models

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APA (6th Edition):

Abbas, E. K. (2011). Corrosion Assessment for Failed Bridge Deck Closure Pour. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36352

Chicago Manual of Style (16th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/36352.

MLA Handbook (7th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Web. 26 Oct 2020.

Vancouver:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/36352.

Council of Science Editors:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/36352


Virginia Tech

24. Burchnall, David. Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 Reinforced concrete (RC) shear wall buildings constitute a significant portion of the building inventory in many earthquake-prone regions. A similar type of structural system is… (more)

Subjects/Keywords: shell element; geometric nonlinearity; reinforced concrete and masonry

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APA (6th Edition):

Burchnall, D. (2014). Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/48597

Chicago Manual of Style (16th Edition):

Burchnall, David. “Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures.” 2014. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/48597.

MLA Handbook (7th Edition):

Burchnall, David. “Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures.” 2014. Web. 26 Oct 2020.

Vancouver:

Burchnall D. Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/48597.

Council of Science Editors:

Burchnall D. Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/48597


Virginia Tech

25. Brodsky, Rachel Amanda. Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model.

Degree: MS, Civil Engineering, 2020, Virginia Tech

 Post-tensioned concrete uses stressed steel strands to apply a precompression force to concrete structures. This popular building technology can be used to create lighter, stiffer… (more)

Subjects/Keywords: Post-tensioned concrete; Prestress loss; Varina-Enon Bridge; Finite element modeling; Creep; Shrinkage; Thermal gradient

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APA (6th Edition):

Brodsky, R. A. (2020). Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/99398

Chicago Manual of Style (16th Edition):

Brodsky, Rachel Amanda. “Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model.” 2020. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/99398.

MLA Handbook (7th Edition):

Brodsky, Rachel Amanda. “Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model.” 2020. Web. 26 Oct 2020.

Vancouver:

Brodsky RA. Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/99398.

Council of Science Editors:

Brodsky RA. Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/99398


Virginia Tech

26. Dacanay, Thomas Christian. Ultra-High Performance Concrete Shear Walls in Tall Buildings.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 This thesis presents the results of an effort to quantify the implications of using ultra-high performance concrete (UHPC) for shear walls in tall buildings considering… (more)

Subjects/Keywords: Ultra-high performance concrete; shear wall; Lattice Discrete Particle Model; sustainability

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APA (6th Edition):

Dacanay, T. C. (2016). Ultra-High Performance Concrete Shear Walls in Tall Buildings. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/65161

Chicago Manual of Style (16th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/65161.

MLA Handbook (7th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Web. 26 Oct 2020.

Vancouver:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/65161.

Council of Science Editors:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/65161


Virginia Tech

27. Grant, James Philip. Non-Contact Lap Splices in Dissimilar Concretes.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 Non-contact lap splices placed within a single concrete placement are often used and have been studied in previous research projects. However, non-contact lap splices used… (more)

Subjects/Keywords: non-contact lap splice; very high performance concrete (VHPC); adjacent box beam bridge repair; inverted T-beam bridge

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APA (6th Edition):

Grant, J. P. (2015). Non-Contact Lap Splices in Dissimilar Concretes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56585

Chicago Manual of Style (16th Edition):

Grant, James Philip. “Non-Contact Lap Splices in Dissimilar Concretes.” 2015. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/56585.

MLA Handbook (7th Edition):

Grant, James Philip. “Non-Contact Lap Splices in Dissimilar Concretes.” 2015. Web. 26 Oct 2020.

Vancouver:

Grant JP. Non-Contact Lap Splices in Dissimilar Concretes. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/56585.

Council of Science Editors:

Grant JP. Non-Contact Lap Splices in Dissimilar Concretes. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56585


Virginia Tech

28. Kim, Se-Hyung. Cyclic Uniaxial Constitutive Model For Steel Reinforcement.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 Reinforced Concrete (RC) structures are common in earthquake-prone areas. During an earthquake, the steel reinforcement is subjected to cyclic strain histories which lead to inelastic… (more)

Subjects/Keywords: Reinforcing Steel; Constitutive Model; Cyclic Loading; Buckling; Rupture

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APA (6th Edition):

Kim, S. (2015). Cyclic Uniaxial Constitutive Model For Steel Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51241

Chicago Manual of Style (16th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/51241.

MLA Handbook (7th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Web. 26 Oct 2020.

Vancouver:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/51241.

Council of Science Editors:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51241


Virginia Tech

29. Woerheide, Andrew James. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 As the aging bridges and infrastructure within the US continue to deteriorate, traffic delays due to construction will become more and more common. One method… (more)

Subjects/Keywords: prestress loss; shear studs; post-tensioning; deck panels; bridge deck

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APA (6th Edition):

Woerheide, A. J. (2012). Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34126

Chicago Manual of Style (16th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/34126.

MLA Handbook (7th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Web. 26 Oct 2020.

Vancouver:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/34126.

Council of Science Editors:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/34126


Virginia Tech

30. Neeli, Yeshwanth Sai. Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders.

Degree: MS, Civil Engineering, 2020, Virginia Tech

 Corrosion damage is a major concern for bridges as it reduces their load carrying capacity. Bridge failures in the past have been attributed to corrosion… (more)

Subjects/Keywords: Full-Scale Prestressed Concrete Bridge Girders; Corrosion Damage; Bridge Inspections; Photogrammetry; Structure from Motion; 3D Point Cloud; Textured Mesh Model; Crack Detection; Spall Detection; 3D Damage Maps; Residual Capacity Estimation

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APA (6th Edition):

Neeli, Y. S. (2020). Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/99445

Chicago Manual of Style (16th Edition):

Neeli, Yeshwanth Sai. “Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders.” 2020. Masters Thesis, Virginia Tech. Accessed October 26, 2020. http://hdl.handle.net/10919/99445.

MLA Handbook (7th Edition):

Neeli, Yeshwanth Sai. “Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders.” 2020. Web. 26 Oct 2020.

Vancouver:

Neeli YS. Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2020 Oct 26]. Available from: http://hdl.handle.net/10919/99445.

Council of Science Editors:

Neeli YS. Use of Photogrammetry Aided Damage Detection for Residual Strength Estimation of Corrosion Damaged Prestressed Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/99445

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