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You searched for +publisher:"Virginia Tech" +contributor:("Roberts-Wollmann, Carin L."). Showing records 1 – 30 of 148 total matches.

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

Degree: MS, Civil and Environmental 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 August 24, 2019. http://hdl.handle.net/10919/85022.

MLA Handbook (7th Edition):

Farhadi, Mehrnoush. “Finite Element Modeling of Steel Corrosion in Concrete Structures.” 2018. Web. 24 Aug 2019.

Vancouver:

Farhadi M. Finite Element Modeling of Steel Corrosion in Concrete Structures. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Reilly JJ. Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

McNicol TJ. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Allen AM. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Black VM. Single Straight Steel Fiber Pullout Characterization in Ultra-High Performance Concrete. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Aug 24]. 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


Virginia Tech

6. 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 August 24, 2019. http://hdl.handle.net/10919/33242.

MLA Handbook (7th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Web. 24 Aug 2019.

Vancouver:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 24]. 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

7. Mercer, Matthew Sherman. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System.

Degree: MS, Structural Engineering and Materials, 2012, Virginia Tech

 The inverted-T bridge system is a rapid bridge construction technique that consists of precast inverted-T girders placed adjacent to one another and covered with a… (more)

Subjects/Keywords: Inverted-T; Sub-assemblage; Embedded Plate; Extended Bar; Accelerated Bridge Construction; Prefabricated Bridge Construction; Poutre Dalle

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APA (6th Edition):

Mercer, M. S. (2012). Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33696

Chicago Manual of Style (16th Edition):

Mercer, Matthew Sherman. “Transverse Sub-Assemblage Testing of the Inverted-T Bridge System.” 2012. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/33696.

MLA Handbook (7th Edition):

Mercer, Matthew Sherman. “Transverse Sub-Assemblage Testing of the Inverted-T Bridge System.” 2012. Web. 24 Aug 2019.

Vancouver:

Mercer MS. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/33696.

Council of Science Editors:

Mercer MS. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/33696


Virginia Tech

8. Scott, Jana. Interface Shear Strength in Lightweight Concrete Bridge Girders.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Precast girders and cast-in-place decks are a typical type of concrete bridge construction. A key part of this type of construction is developing composite action… (more)

Subjects/Keywords: Horizontal Shear; Lightweight Concrete; Precast Girder; Cast-In-Place Deck; Shear Friction

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APA (6th Edition):

Scott, J. (2010). Interface Shear Strength in Lightweight Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33922

Chicago Manual of Style (16th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/33922.

MLA Handbook (7th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Web. 24 Aug 2019.

Vancouver:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/33922.

Council of Science Editors:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/33922


Virginia Tech

9. 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 24]. 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

10. Collins, William Norfleet. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 As aging bridges around the United States begin to near the end of their service lives, more funding must be allocated for their rehabilitation or… (more)

Subjects/Keywords: wheel load distribution; Long-Term Bridge Performance Program; Federal Highway Administration; Live load test; expansion joints; bridge bearings; dynamic load allowance; neutral axis

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APA (6th Edition):

Collins, W. N. (2010). Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34364

Chicago Manual of Style (16th Edition):

Collins, William Norfleet. “Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66.” 2010. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/34364.

MLA Handbook (7th Edition):

Collins, William Norfleet. “Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66.” 2010. Web. 24 Aug 2019.

Vancouver:

Collins WN. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/34364.

Council of Science Editors:

Collins WN. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/34364


Virginia Tech

11. 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Maurya A. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 24]. 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

12. Ahsan, Shainur. Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 A test program for the Hybrid-Composite Beam (HCB) was conducted prior to its use for the replacement of a skewed, simply-supported bridge (Tide Mill Bridge).… (more)

Subjects/Keywords: Distribution Factors; Skewed Bridge; Tide Mill Bridge; Hybrid-Composite Beam

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APA (6th Edition):

Ahsan, S. (2012). Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35061

Chicago Manual of Style (16th Edition):

Ahsan, Shainur. “Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge.” 2012. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/35061.

MLA Handbook (7th Edition):

Ahsan, Shainur. “Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge.” 2012. Web. 24 Aug 2019.

Vancouver:

Ahsan S. Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/35061.

Council of Science Editors:

Ahsan S. Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/35061


Virginia Tech

13. 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Thornton NP. Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 24]. 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

14. 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 August 24, 2019. http://hdl.handle.net/10919/35631.

MLA Handbook (7th Edition):

Lang, Maria Weisner. “Analysis of the Aashto Lrfd Horizontal Shear Strength Equation.” 2011. Web. 24 Aug 2019.

Vancouver:

Lang MW. Analysis of the Aashto Lrfd Horizontal Shear Strength Equation. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Aug 24]. 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

15. Tola, Adrian Patricio. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 This thesis reviews the parameters required to perform linear response history analysis according to Chapter 16 of the American Standard ASCE 7-10. A careful analysis… (more)

Subjects/Keywords: structural modeling; accidental torsion; diaphragm flexibility; artificial seismograms; selection and scaling of ground motions; Linear response history analysis

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APA (6th Edition):

Tola, A. P. (2010). Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36106

Chicago Manual of Style (16th Edition):

Tola, Adrian Patricio. “Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis.” 2010. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/36106.

MLA Handbook (7th Edition):

Tola, Adrian Patricio. “Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis.” 2010. Web. 24 Aug 2019.

Vancouver:

Tola AP. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/36106.

Council of Science Editors:

Tola AP. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/36106


Virginia Tech

16. 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 August 24, 2019. http://hdl.handle.net/10919/36352.

MLA Handbook (7th Edition):

Abbas, Ebrahim K. “Corrosion Assessment for Failed Bridge Deck Closure Pour.” 2011. Web. 24 Aug 2019.

Vancouver:

Abbas EK. Corrosion Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Aug 24]. 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

17. Kim, Seunghwan. Creep and Shrinkage Effects on Steel-Concrete Composite Beams.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Predicting the long-term behavior of steel-concrete composite structures is a very complex systems problem, both because obtaining reliable information on material properties related to creep… (more)

Subjects/Keywords: Creep and Shrinkage; Steel-Concrete Composite Beams; Time-dependent Behaviors; Long-term Deflections

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APA (6th Edition):

Kim, S. (2014). Creep and Shrinkage Effects on Steel-Concrete Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/48427

Chicago Manual of Style (16th Edition):

Kim, Seunghwan. “Creep and Shrinkage Effects on Steel-Concrete Composite Beams.” 2014. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/48427.

MLA Handbook (7th Edition):

Kim, Seunghwan. “Creep and Shrinkage Effects on Steel-Concrete Composite Beams.” 2014. Web. 24 Aug 2019.

Vancouver:

Kim S. Creep and Shrinkage Effects on Steel-Concrete Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/48427.

Council of Science Editors:

Kim S. Creep and Shrinkage Effects on Steel-Concrete Composite Beams. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/48427


Virginia Tech

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

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 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. http://hdl.handle.net/10919/49108.

MLA Handbook (7th Edition):

Joyce, Patrick Conor. “Development of Improved Connection Details for Voided Slab Bridges.” 2014. Web. 24 Aug 2019.

Vancouver:

Joyce PC. Development of Improved Connection Details for Voided Slab Bridges. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Aug 24]. 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

20. Bruce, Trevor Louis. Behavior of Post-Tensioning Systems Subjected to Inelastic Cyclic Loading.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Post-tensioning (PT) strands have been employed in a number of self-centering seismic force resisting systems as part of the restoring force mechanism which virtually eliminates… (more)

Subjects/Keywords: Post-Tensioning; Anchorage Systems; Seismic Behavior; Self-Centering Systems; and Inelastic Cyclic Loading

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APA (6th Edition):

Bruce, T. L. (2014). Behavior of Post-Tensioning Systems Subjected to Inelastic Cyclic Loading. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49111

Chicago Manual of Style (16th Edition):

Bruce, Trevor Louis. “Behavior of Post-Tensioning Systems Subjected to Inelastic Cyclic Loading.” 2014. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/49111.

MLA Handbook (7th Edition):

Bruce, Trevor Louis. “Behavior of Post-Tensioning Systems Subjected to Inelastic Cyclic Loading.” 2014. Web. 24 Aug 2019.

Vancouver:

Bruce TL. Behavior of Post-Tensioning Systems Subjected to Inelastic Cyclic Loading. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/49111.

Council of Science Editors:

Bruce TL. Behavior of Post-Tensioning Systems Subjected to Inelastic Cyclic Loading. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49111


Virginia Tech

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

Degree: MS, Civil and Environmental 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 August 24, 2019. http://hdl.handle.net/10919/51241.

MLA Handbook (7th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Web. 24 Aug 2019.

Vancouver:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 24]. 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

22. Liesen, Justin Adam. REPAIR OF IMPACT-DAMAGED PRESTRESSED BRIDGE GIRDERS USING STRAND SPLICES AND FIBER-REINFORCED POLYMER.

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Liesen JA. REPAIR OF IMPACT-DAMAGED PRESTRESSED BRIDGE GIRDERS USING STRAND SPLICES AND FIBER-REINFORCED POLYMER. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Gangi MJ. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 24]. 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

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

Degree: MS, Civil and Environmental 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 August 24, 2019. http://hdl.handle.net/10919/56585.

MLA Handbook (7th Edition):

Grant, James Philip. “Non-Contact Lap Splices in Dissimilar Concretes.” 2015. Web. 24 Aug 2019.

Vancouver:

Grant JP. Non-Contact Lap Splices in Dissimilar Concretes. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 24]. 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

25. Ward III, John Charlton. C-Grid as Shear Reinforcement in Concrete Bridge Girders.

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

 Corrosion of reinforcing steel causes shorter life spans in bridges throughout the United States. The use of carbon fiber reinforced polymer (CFRP) materials as the… (more)

Subjects/Keywords: C-Grid; CFRP; Shear; Transverse Reinforcement; Concrete Bridge Girders

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APA (6th Edition):

Ward III, J. C. (2016). C-Grid as Shear Reinforcement in Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64988

Chicago Manual of Style (16th Edition):

Ward III, John Charlton. “C-Grid as Shear Reinforcement in Concrete Bridge Girders.” 2016. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/64988.

MLA Handbook (7th Edition):

Ward III, John Charlton. “C-Grid as Shear Reinforcement in Concrete Bridge Girders.” 2016. Web. 24 Aug 2019.

Vancouver:

Ward III JC. C-Grid as Shear Reinforcement in Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/64988.

Council of Science Editors:

Ward III JC. C-Grid as Shear Reinforcement in Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/64988


Virginia Tech

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

Degree: MS, Civil and Environmental 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 August 24, 2019. http://hdl.handle.net/10919/65161.

MLA Handbook (7th Edition):

Dacanay, Thomas Christian. “Ultra-High Performance Concrete Shear Walls in Tall Buildings.” 2016. Web. 24 Aug 2019.

Vancouver:

Dacanay TC. Ultra-High Performance Concrete Shear Walls in Tall Buildings. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Aug 24]. 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. Magee, Mitchell Drake. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders.

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

 Corrosion of reinforcing steel is a major cause of damage to bridges in the United States. A possible solution to the corrosion issue is carbon… (more)

Subjects/Keywords: NEFMAC; CFRP; Shear; Transverse Reinforcement; Concrete Bridge Girders

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APA (6th Edition):

Magee, M. D. (2016). CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71673

Chicago Manual of Style (16th Edition):

Magee, Mitchell Drake. “CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders.” 2016. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/71673.

MLA Handbook (7th Edition):

Magee, Mitchell Drake. “CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders.” 2016. Web. 24 Aug 2019.

Vancouver:

Magee MD. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/71673.

Council of Science Editors:

Magee MD. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71673


Virginia Tech

28. Field, Carrie Stoshak. VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Adjacent box beam bridges are economical bridge systems for accelerated bridge construction. The box beams are constructed at precast plants and are traditionally connected by… (more)

Subjects/Keywords: Adjacent Box Beam Bridges; UHPC; Shear Key; Live Load Test

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APA (6th Edition):

Field, C. S. (2015). VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/75066

Chicago Manual of Style (16th Edition):

Field, Carrie Stoshak. “VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation.” 2015. Masters Thesis, Virginia Tech. Accessed August 24, 2019. http://hdl.handle.net/10919/75066.

MLA Handbook (7th Edition):

Field, Carrie Stoshak. “VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation.” 2015. Web. 24 Aug 2019.

Vancouver:

Field CS. VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10919/75066.

Council of Science Editors:

Field CS. VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/75066


Virginia Tech

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

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

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 2019 Aug 24]. 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


Virginia Tech

30. Groshek, Isaac Gerard. CORROSION BEHAVIOR OF ASTM A1010 STAINLESS STEEL FOR APPLICATIONS IN BRIDGE COMPONENTS.

Degree: MS, Civil and Environmental 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 August 24, 2019. 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. 24 Aug 2019.

Vancouver:

Groshek IG. CORROSION BEHAVIOR OF ASTM A1010 STAINLESS STEEL FOR APPLICATIONS IN BRIDGE COMPONENTS. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2019 Aug 24]. 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

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