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You searched for +publisher:"Virginia Tech" +contributor:("Sotelino, Elisa D."). Showing records 1 – 30 of 34 total matches.

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Virginia Tech

1. Wang, Dong. A micro-scale method to associate the fatigue properties of asphalt binder, mastic and mixture.

Degree: PhD, Civil Engineering, 2011, Virginia Tech

 The fatigue damage is one of the most common distresses observed on the asphalt concrete pavement. The initiation and propagation of the fatigue damage is… (more)

Subjects/Keywords: Asphalt mixture; Fatigue; X-ray Tomography; Finite Element Method

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APA (6th Edition):

Wang, D. (2011). A micro-scale method to associate the fatigue properties of asphalt binder, mastic and mixture. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38667

Chicago Manual of Style (16th Edition):

Wang, Dong. “A micro-scale method to associate the fatigue properties of asphalt binder, mastic and mixture.” 2011. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/38667.

MLA Handbook (7th Edition):

Wang, Dong. “A micro-scale method to associate the fatigue properties of asphalt binder, mastic and mixture.” 2011. Web. 17 Jan 2021.

Vancouver:

Wang D. A micro-scale method to associate the fatigue properties of asphalt binder, mastic and mixture. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/38667.

Council of Science Editors:

Wang D. A micro-scale method to associate the fatigue properties of asphalt binder, mastic and mixture. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/38667


Virginia Tech

2. Woodworth, Michael Allen. Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 Bridges are critical pieces of infrastructure important to public safety and welfare. Fires have the potential to damage bridges and have been responsible for taking… (more)

Subjects/Keywords: Bridge; Fire; Girder; Accidents; Statistics; ABAQUS; FDS

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APA (6th Edition):

Woodworth, M. A. (2013). Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23683

Chicago Manual of Style (16th Edition):

Woodworth, Michael Allen. “Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling.” 2013. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/23683.

MLA Handbook (7th Edition):

Woodworth, Michael Allen. “Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling.” 2013. Web. 17 Jan 2021.

Vancouver:

Woodworth MA. Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/23683.

Council of Science Editors:

Woodworth MA. Fire Hazard Assessment for Highway Bridges with Thermal Mechanical Modeling. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23683


Virginia Tech

3. Cross, Benjamin Thomas. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 The use of high compressive strengths in prestressed bridge girders can lower costs by allowing for longer spans, increased girder spacing, and smaller cross-sections. If… (more)

Subjects/Keywords: prestress loss; development length; transfer length; high strength concrete; lightweight concrete; camber growth; pretensioned girders

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APA (6th Edition):

Cross, B. T. (2012). Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26190

Chicago Manual of Style (16th Edition):

Cross, Benjamin Thomas. “Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders.” 2012. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/26190.

MLA Handbook (7th Edition):

Cross, Benjamin Thomas. “Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders.” 2012. Web. 17 Jan 2021.

Vancouver:

Cross BT. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/26190.

Council of Science Editors:

Cross BT. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/26190


Virginia Tech

4. Nahid, Mohammad N. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.

Degree: PhD, Mechanical Engineering, 2015, Virginia Tech

 The exposure from a localized vehicle fire has been observed to produce excessive damage onto highway bridge structural elements including complete collapse of the infrastructure.… (more)

Subjects/Keywords: Highway Bridge; Fire; Plate Girder; Tub Girder; Structural Analysis; Coupled Analysis; FDS; ABAQUS

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APA (6th Edition):

Nahid, M. N. (2015). Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73909

Chicago Manual of Style (16th Edition):

Nahid, Mohammad N. “Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.” 2015. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/73909.

MLA Handbook (7th Edition):

Nahid, Mohammad N. “Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure.” 2015. Web. 17 Jan 2021.

Vancouver:

Nahid MN. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/73909.

Council of Science Editors:

Nahid MN. Computational Study of Highway Bridges Structural Response Exposed to a Large Fire Exposure. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/73909


Virginia Tech

5. Jones, Brenton Michael. Three-Dimensional Finite Difference Analysis of Geosynthetic Reinforcement Used in Column-Supported Embankments.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 Column-supported, geosynthetic-reinforced embankments provide effective geotechnical foundations for applications in areas of weak subgrade soils. The system consists of a soil bridging layer with one… (more)

Subjects/Keywords: finite difference; pile support; plate; geosynthetic reinforcement

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APA (6th Edition):

Jones, B. M. (2007). Three-Dimensional Finite Difference Analysis of Geosynthetic Reinforcement Used in Column-Supported Embankments. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36064

Chicago Manual of Style (16th Edition):

Jones, Brenton Michael. “Three-Dimensional Finite Difference Analysis of Geosynthetic Reinforcement Used in Column-Supported Embankments.” 2007. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/36064.

MLA Handbook (7th Edition):

Jones, Brenton Michael. “Three-Dimensional Finite Difference Analysis of Geosynthetic Reinforcement Used in Column-Supported Embankments.” 2007. Web. 17 Jan 2021.

Vancouver:

Jones BM. Three-Dimensional Finite Difference Analysis of Geosynthetic Reinforcement Used in Column-Supported Embankments. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/36064.

Council of Science Editors:

Jones BM. Three-Dimensional Finite Difference Analysis of Geosynthetic Reinforcement Used in Column-Supported Embankments. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/36064


Virginia Tech

6. Bapat, Amey Vivek. Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges.

Degree: MS, Civil Engineering, 2009, Virginia Tech

 The present study is part of the Long Term Bridge Performance Program (LTBP) funded by the Federal Highway Administration. The objectives of this program are… (more)

Subjects/Keywords: Finite Element Analysis; Dynamic; Slab on Girder Bridges; Static

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APA (6th Edition):

Bapat, A. V. (2009). Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36105

Chicago Manual of Style (16th Edition):

Bapat, Amey Vivek. “Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges.” 2009. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/36105.

MLA Handbook (7th Edition):

Bapat, Amey Vivek. “Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges.” 2009. Web. 17 Jan 2021.

Vancouver:

Bapat AV. Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges. [Internet] [Masters thesis]. Virginia Tech; 2009. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/36105.

Council of Science Editors:

Bapat AV. Influence of Bridge Parameters on Finite Element Modeling of Slab on Girder Bridges. [Masters Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/36105


Virginia Tech

7. Fonseca, Andrea Esperanza. Contemporary Network Theory: Concepts and Implications for Transportation Asset Management.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 This thesis proposes a novel working paradigm for transportation infrastructure asset management by viewing the transportation networks as key components (or nodes) of a broader… (more)

Subjects/Keywords: Transportation Infrastructure; Asset Management; N

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APA (6th Edition):

Fonseca, A. E. (2007). Contemporary Network Theory: Concepts and Implications for Transportation Asset Management. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33535

Chicago Manual of Style (16th Edition):

Fonseca, Andrea Esperanza. “Contemporary Network Theory: Concepts and Implications for Transportation Asset Management.” 2007. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/33535.

MLA Handbook (7th Edition):

Fonseca, Andrea Esperanza. “Contemporary Network Theory: Concepts and Implications for Transportation Asset Management.” 2007. Web. 17 Jan 2021.

Vancouver:

Fonseca AE. Contemporary Network Theory: Concepts and Implications for Transportation Asset Management. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/33535.

Council of Science Editors:

Fonseca AE. Contemporary Network Theory: Concepts and Implications for Transportation Asset Management. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/33535


Virginia Tech

8. Boggs, Joshua Thomas. The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications.

Degree: MS, Civil Engineering, 2008, Virginia Tech

 An innovative approach to possible construction or rehabilitation of bridge decks can be found in a bridge construction system called the Sandwich Plate System (SPS).… (more)

Subjects/Keywords: Weld Stress; Lateral Load Distribution; Sandwich Plate System; Fatigue; Slip-Critical Connection; Composite Bridge Decks

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APA (6th Edition):

Boggs, J. T. (2008). The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32998

Chicago Manual of Style (16th Edition):

Boggs, Joshua Thomas. “The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications.” 2008. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/32998.

MLA Handbook (7th Edition):

Boggs, Joshua Thomas. “The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications.” 2008. Web. 17 Jan 2021.

Vancouver:

Boggs JT. The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/32998.

Council of Science Editors:

Boggs JT. The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/32998


Virginia Tech

9. Kruep, Stephanie Jean. Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 This thesis presents the details of a study regarding both the use of linear viscous fluid dampers in controlling the interstory drift in steel moment… (more)

Subjects/Keywords: steel structures; seismic design; damping; drift; incremental dynamic analysis; passive energy; structural dynamics

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APA (6th Edition):

Kruep, S. J. (2007). Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34122

Chicago Manual of Style (16th Edition):

Kruep, Stephanie Jean. “Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift.” 2007. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/34122.

MLA Handbook (7th Edition):

Kruep, Stephanie Jean. “Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift.” 2007. Web. 17 Jan 2021.

Vancouver:

Kruep SJ. Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/34122.

Council of Science Editors:

Kruep SJ. Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/34122


Virginia Tech

10. Jeffers, Ann E. Vibration Isolation of a Horizontal Rigid Plate Supported by Pre-bent Struts.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 The purpose of this research is to analyze a new type of vibration isolator consisting of two pre-bent struts which are clamped at both ends… (more)

Subjects/Keywords: vibration isolation; buckled structures; dynamic response

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APA (6th Edition):

Jeffers, A. E. (2005). Vibration Isolation of a Horizontal Rigid Plate Supported by Pre-bent Struts. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36299

Chicago Manual of Style (16th Edition):

Jeffers, Ann E. “Vibration Isolation of a Horizontal Rigid Plate Supported by Pre-bent Struts.” 2005. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/36299.

MLA Handbook (7th Edition):

Jeffers, Ann E. “Vibration Isolation of a Horizontal Rigid Plate Supported by Pre-bent Struts.” 2005. Web. 17 Jan 2021.

Vancouver:

Jeffers AE. Vibration Isolation of a Horizontal Rigid Plate Supported by Pre-bent Struts. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/36299.

Council of Science Editors:

Jeffers AE. Vibration Isolation of a Horizontal Rigid Plate Supported by Pre-bent Struts. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/36299


Virginia Tech

11. Timko, Paul Daniel. Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads.

Degree: MS, Civil Engineering, 2009, Virginia Tech

 The research summarized the experimental analysis and finite element modeling of the lateral and rotational response of unbraced wood composite I-joists to worker loads. All… (more)

Subjects/Keywords: Finite Element; Composite Wood I-joist; Construction Loads; Lateral Torsional Buckling

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APA (6th Edition):

Timko, P. D. (2009). Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42527

Chicago Manual of Style (16th Edition):

Timko, Paul Daniel. “Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads.” 2009. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/42527.

MLA Handbook (7th Edition):

Timko, Paul Daniel. “Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads.” 2009. Web. 17 Jan 2021.

Vancouver:

Timko PD. Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads. [Internet] [Masters thesis]. Virginia Tech; 2009. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/42527.

Council of Science Editors:

Timko PD. Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads. [Masters Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/42527


Virginia Tech

12. Hensley, Gregory Martin. Finite Element Analysis of the Seismic Behavior of Guyed Masts.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 Seismic design of guyed masts, commonly used in the broadcasting and telecommunications industries, has not been fully addressed in the United States. There is no… (more)

Subjects/Keywords: Mast; Finite Element; Synthetic Fiber Ropes; Seismic Response; Guy Wires

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APA (6th Edition):

Hensley, G. M. (2005). Finite Element Analysis of the Seismic Behavior of Guyed Masts. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33900

Chicago Manual of Style (16th Edition):

Hensley, Gregory Martin. “Finite Element Analysis of the Seismic Behavior of Guyed Masts.” 2005. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/33900.

MLA Handbook (7th Edition):

Hensley, Gregory Martin. “Finite Element Analysis of the Seismic Behavior of Guyed Masts.” 2005. Web. 17 Jan 2021.

Vancouver:

Hensley GM. Finite Element Analysis of the Seismic Behavior of Guyed Masts. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/33900.

Council of Science Editors:

Hensley GM. Finite Element Analysis of the Seismic Behavior of Guyed Masts. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/33900


Virginia Tech

13. Himebaugh, Anne Katherine. Finite Element Analysis of Insulated Railroad Joints.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 In recent years, the lifetime of an insulated railroad joint in the field has decreased due to increasing wheel loads. The goal of this research… (more)

Subjects/Keywords: Hertz Contact; Elastic Foundation; Finite Element; Insulated Railroad Joint

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APA (6th Edition):

Himebaugh, A. K. (2006). Finite Element Analysis of Insulated Railroad Joints. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36159

Chicago Manual of Style (16th Edition):

Himebaugh, Anne Katherine. “Finite Element Analysis of Insulated Railroad Joints.” 2006. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/36159.

MLA Handbook (7th Edition):

Himebaugh, Anne Katherine. “Finite Element Analysis of Insulated Railroad Joints.” 2006. Web. 17 Jan 2021.

Vancouver:

Himebaugh AK. Finite Element Analysis of Insulated Railroad Joints. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/36159.

Council of Science Editors:

Himebaugh AK. Finite Element Analysis of Insulated Railroad Joints. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/36159


Virginia Tech

14. 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 January 17, 2021. 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. 17 Jan 2021.

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 2021 Jan 17]. 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

15. Baldwin Metzger, Kirsten Anne. Experimental Verification of a New Single Plate Shear Connection Design Model.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Single plate shear connections are designed to have sufficient strength to resist the shear force and moment transferred from the beam. The connections must also… (more)

Subjects/Keywords: Connections; Shear Tabs; Bolts; Steel

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APA (6th Edition):

Baldwin Metzger, K. A. (2006). Experimental Verification of a New Single Plate Shear Connection Design Model. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32576

Chicago Manual of Style (16th Edition):

Baldwin Metzger, Kirsten Anne. “Experimental Verification of a New Single Plate Shear Connection Design Model.” 2006. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/32576.

MLA Handbook (7th Edition):

Baldwin Metzger, Kirsten Anne. “Experimental Verification of a New Single Plate Shear Connection Design Model.” 2006. Web. 17 Jan 2021.

Vancouver:

Baldwin Metzger KA. Experimental Verification of a New Single Plate Shear Connection Design Model. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/32576.

Council of Science Editors:

Baldwin Metzger KA. Experimental Verification of a New Single Plate Shear Connection Design Model. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/32576


Virginia Tech

16. Hardyniec, Andrew B. Dynamic Testing and Modeling of a Superelevated Skewed Highway Bridge.

Degree: MS, Civil Engineering, 2009, Virginia Tech

 Created in response to the aging infrastructure in the United States, the Long Term Bridge Performance Program (LTBPP) under the Federal Highway Administration (FHWA) proposes… (more)

Subjects/Keywords: Finite Element Method; Modal; Dynamic; Bridge; Field Testing

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APA (6th Edition):

Hardyniec, A. B. (2009). Dynamic Testing and Modeling of a Superelevated Skewed Highway Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34806

Chicago Manual of Style (16th Edition):

Hardyniec, Andrew B. “Dynamic Testing and Modeling of a Superelevated Skewed Highway Bridge.” 2009. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/34806.

MLA Handbook (7th Edition):

Hardyniec, Andrew B. “Dynamic Testing and Modeling of a Superelevated Skewed Highway Bridge.” 2009. Web. 17 Jan 2021.

Vancouver:

Hardyniec AB. Dynamic Testing and Modeling of a Superelevated Skewed Highway Bridge. [Internet] [Masters thesis]. Virginia Tech; 2009. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/34806.

Council of Science Editors:

Hardyniec AB. Dynamic Testing and Modeling of a Superelevated Skewed Highway Bridge. [Masters Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/34806


Virginia Tech

17. Venturella, Michael Anthony. Modal Analysis of the Ice-Structure Interaction Problem.

Degree: MS, Aerospace and Ocean Engineering, 2008, Virginia Tech

 In the present study, the author builds upon the single degree of freedom ice-structure interaction model initially proposed by Matlock, et al. (1969, 1971). The… (more)

Subjects/Keywords: ice-structure interaction; modal analysis; Poincaré mapping; recurrence plot

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APA (6th Edition):

Venturella, M. A. (2008). Modal Analysis of the Ice-Structure Interaction Problem. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31749

Chicago Manual of Style (16th Edition):

Venturella, Michael Anthony. “Modal Analysis of the Ice-Structure Interaction Problem.” 2008. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/31749.

MLA Handbook (7th Edition):

Venturella, Michael Anthony. “Modal Analysis of the Ice-Structure Interaction Problem.” 2008. Web. 17 Jan 2021.

Vancouver:

Venturella MA. Modal Analysis of the Ice-Structure Interaction Problem. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/31749.

Council of Science Editors:

Venturella MA. Modal Analysis of the Ice-Structure Interaction Problem. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/31749


Virginia Tech

18. Koch, Stephanie Ann. Prestressed PCBT Girders Made Continuous and Composite with a Cast-in-place Deck and Diaphragm.

Degree: MS, Civil Engineering, 2008, Virginia Tech

  This research document focuses on prestressed PCBT girders made composite with a cast-in-place concrete deck and continuous over several spans through the use of… (more)

Subjects/Keywords: Restraint Moment; PCA Method; Diaphragm; PCBT Girders

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APA (6th Edition):

Koch, S. A. (2008). Prestressed PCBT Girders Made Continuous and Composite with a Cast-in-place Deck and Diaphragm. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32114

Chicago Manual of Style (16th Edition):

Koch, Stephanie Ann. “Prestressed PCBT Girders Made Continuous and Composite with a Cast-in-place Deck and Diaphragm.” 2008. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/32114.

MLA Handbook (7th Edition):

Koch, Stephanie Ann. “Prestressed PCBT Girders Made Continuous and Composite with a Cast-in-place Deck and Diaphragm.” 2008. Web. 17 Jan 2021.

Vancouver:

Koch SA. Prestressed PCBT Girders Made Continuous and Composite with a Cast-in-place Deck and Diaphragm. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/32114.

Council of Science Editors:

Koch SA. Prestressed PCBT Girders Made Continuous and Composite with a Cast-in-place Deck and Diaphragm. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/32114


Virginia Tech

19. Halvordson, Kyle Arthur. Three-Dimensional Analysis of Geogrid Reinforcement used in a Pile-Supported Embankment.

Degree: MS, Civil Engineering, 2007, Virginia Tech

 Pile-supported geogrid-reinforced embankments are an exciting new foundation system that is utilized when sites are limited by a soft soil or clay. In this system,… (more)

Subjects/Keywords: Cable Net; Geosynthetic Reinforcement; Geogrid; Minimization of Energy

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APA (6th Edition):

Halvordson, K. A. (2007). Three-Dimensional Analysis of Geogrid Reinforcement used in a Pile-Supported Embankment. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36127

Chicago Manual of Style (16th Edition):

Halvordson, Kyle Arthur. “Three-Dimensional Analysis of Geogrid Reinforcement used in a Pile-Supported Embankment.” 2007. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/36127.

MLA Handbook (7th Edition):

Halvordson, Kyle Arthur. “Three-Dimensional Analysis of Geogrid Reinforcement used in a Pile-Supported Embankment.” 2007. Web. 17 Jan 2021.

Vancouver:

Halvordson KA. Three-Dimensional Analysis of Geogrid Reinforcement used in a Pile-Supported Embankment. [Internet] [Masters thesis]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/36127.

Council of Science Editors:

Halvordson KA. Three-Dimensional Analysis of Geogrid Reinforcement used in a Pile-Supported Embankment. [Masters Thesis]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/36127


Virginia Tech

20. Hickey, Lucas James. Model Validation for a Steel Deck Truss Bridge over the New River.

Degree: MS, Civil Engineering, 2008, Virginia Tech

  This thesis presents the methods utilized to model a steel deck truss bridge over the New River in Hillsville, Virginia. These methods were evaluated… (more)

Subjects/Keywords: model validation; lacing of built-up members; steel deck truss; sensitivity analysis

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APA (6th Edition):

Hickey, L. J. (2008). Model Validation for a Steel Deck Truss Bridge over the New River. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32154

Chicago Manual of Style (16th Edition):

Hickey, Lucas James. “Model Validation for a Steel Deck Truss Bridge over the New River.” 2008. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/32154.

MLA Handbook (7th Edition):

Hickey, Lucas James. “Model Validation for a Steel Deck Truss Bridge over the New River.” 2008. Web. 17 Jan 2021.

Vancouver:

Hickey LJ. Model Validation for a Steel Deck Truss Bridge over the New River. [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/32154.

Council of Science Editors:

Hickey LJ. Model Validation for a Steel Deck Truss Bridge over the New River. [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/32154


Virginia Tech

21. Woodworth, Michael Allen. Optimization of Highway Bridge Girders for Use with Ultra-High Performance Concrete (UHPC).

Degree: MS, Civil Engineering, 2008, Virginia Tech

 Ultra High Performance Concrete (UHPC) is a class of cementitious materials that share similar characteristics including very large compressive strengths, tensile strength greater than conventional… (more)

Subjects/Keywords: Bridge; Girder; UHPC; Ultra High Performance Concrete; Optimization

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APA (6th Edition):

Woodworth, M. A. (2008). Optimization of Highway Bridge Girders for Use with Ultra-High Performance Concrete (UHPC). (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35608

Chicago Manual of Style (16th Edition):

Woodworth, Michael Allen. “Optimization of Highway Bridge Girders for Use with Ultra-High Performance Concrete (UHPC).” 2008. Masters Thesis, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/35608.

MLA Handbook (7th Edition):

Woodworth, Michael Allen. “Optimization of Highway Bridge Girders for Use with Ultra-High Performance Concrete (UHPC).” 2008. Web. 17 Jan 2021.

Vancouver:

Woodworth MA. Optimization of Highway Bridge Girders for Use with Ultra-High Performance Concrete (UHPC). [Internet] [Masters thesis]. Virginia Tech; 2008. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/35608.

Council of Science Editors:

Woodworth MA. Optimization of Highway Bridge Girders for Use with Ultra-High Performance Concrete (UHPC). [Masters Thesis]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/35608


Virginia Tech

22. Carroll, James Christopher. Grade 300 Prestressing Strand and the Effect of Vertical Casting Position.

Degree: PhD, Civil Engineering, 2009, Virginia Tech

 The purpose of this study was to investigate the influence an increase in strand strength and the effect the as-cast vertical location had on transfer… (more)

Subjects/Keywords: Flexural strength; Top-strand effect; Bond; Development length; Prestressed concrete; Transfer length; Grade 300 strand

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APA (6th Edition):

Carroll, J. C. (2009). Grade 300 Prestressing Strand and the Effect of Vertical Casting Position. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28806

Chicago Manual of Style (16th Edition):

Carroll, James Christopher. “Grade 300 Prestressing Strand and the Effect of Vertical Casting Position.” 2009. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/28806.

MLA Handbook (7th Edition):

Carroll, James Christopher. “Grade 300 Prestressing Strand and the Effect of Vertical Casting Position.” 2009. Web. 17 Jan 2021.

Vancouver:

Carroll JC. Grade 300 Prestressing Strand and the Effect of Vertical Casting Position. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/28806.

Council of Science Editors:

Carroll JC. Grade 300 Prestressing Strand and the Effect of Vertical Casting Position. [Doctoral Dissertation]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/28806


Virginia Tech

23. Lu, Yang. Atomistic Characterization and Modeling of the Deformation and Failure Properties of Asphalt-Aggregate Interface.

Degree: PhD, Civil Engineering, 2010, Virginia Tech

 This dissertation is dedicated to develop models and methods to bridge atomistic and continuum scales of deformation processes in asphalt-aggregate interfacial composite materials systems. The… (more)

Subjects/Keywords: Atomistic Modeling; Asphalt; Interface; Forcefield; Aggregate

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APA (6th Edition):

Lu, Y. (2010). Atomistic Characterization and Modeling of the Deformation and Failure Properties of Asphalt-Aggregate Interface. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27540

Chicago Manual of Style (16th Edition):

Lu, Yang. “Atomistic Characterization and Modeling of the Deformation and Failure Properties of Asphalt-Aggregate Interface.” 2010. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/27540.

MLA Handbook (7th Edition):

Lu, Yang. “Atomistic Characterization and Modeling of the Deformation and Failure Properties of Asphalt-Aggregate Interface.” 2010. Web. 17 Jan 2021.

Vancouver:

Lu Y. Atomistic Characterization and Modeling of the Deformation and Failure Properties of Asphalt-Aggregate Interface. [Internet] [Doctoral dissertation]. Virginia Tech; 2010. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/27540.

Council of Science Editors:

Lu Y. Atomistic Characterization and Modeling of the Deformation and Failure Properties of Asphalt-Aggregate Interface. [Doctoral Dissertation]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/27540


Virginia Tech

24. Swenty, Matthew Kenneth. The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels.

Degree: PhD, Civil Engineering, 2009, Virginia Tech

 A set of experimental tests were performed at Virginia Tech to investigate transverse joints and blockouts on full depth concrete bridge deck panels. The joints… (more)

Subjects/Keywords: Bridge Deck; Bridge Joints; Post-Tensioning; Grout; Deck Panels

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APA (6th Edition):

Swenty, M. K. (2009). The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30214

Chicago Manual of Style (16th Edition):

Swenty, Matthew Kenneth. “The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels.” 2009. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/30214.

MLA Handbook (7th Edition):

Swenty, Matthew Kenneth. “The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels.” 2009. Web. 17 Jan 2021.

Vancouver:

Swenty MK. The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/30214.

Council of Science Editors:

Swenty MK. The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels. [Doctoral Dissertation]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/30214


Virginia Tech

25. Pan, Long. Effective and Efficient Methodologies for Social Network Analysis.

Degree: PhD, Computer Science, 2007, Virginia Tech

 Performing social network analysis (SNA) requires a set of powerful techniques to analyze structural information contained in interactions between social entities. Many SNA technologies and… (more)

Subjects/Keywords: Anytime-Anywhere Methodology; Parallel/Distributed Computing; Social Network Analysis

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APA (6th Edition):

Pan, L. (2007). Effective and Efficient Methodologies for Social Network Analysis. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/25962

Chicago Manual of Style (16th Edition):

Pan, Long. “Effective and Efficient Methodologies for Social Network Analysis.” 2007. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/25962.

MLA Handbook (7th Edition):

Pan, Long. “Effective and Efficient Methodologies for Social Network Analysis.” 2007. Web. 17 Jan 2021.

Vancouver:

Pan L. Effective and Efficient Methodologies for Social Network Analysis. [Internet] [Doctoral dissertation]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/25962.

Council of Science Editors:

Pan L. Effective and Efficient Methodologies for Social Network Analysis. [Doctoral Dissertation]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/25962


Virginia Tech

26. Seek, Michael Walter. Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method.

Degree: PhD, Civil Engineering, 2007, Virginia Tech

 Z-sections are widely used as secondary members in metal building roof systems. Lateral restraints are required to maintain the stability of a Z-section roof system… (more)

Subjects/Keywords: diaphragm; standing seam; through-fastened; cold-formed; component stiffness method; finite element method; lateral bracing; Z-section; purlin; metal building

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APA (6th Edition):

Seek, M. W. (2007). Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28357

Chicago Manual of Style (16th Edition):

Seek, Michael Walter. “Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method.” 2007. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/28357.

MLA Handbook (7th Edition):

Seek, Michael Walter. “Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method.” 2007. Web. 17 Jan 2021.

Vancouver:

Seek MW. Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method. [Internet] [Doctoral dissertation]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/28357.

Council of Science Editors:

Seek MW. Prediction of Lateral Restraint Forces in Sloped Z-section Supported Roof Systems Using the Component Stiffness Method. [Doctoral Dissertation]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/28357


Virginia Tech

27. Pathak, Rakesh. The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures.

Degree: PhD, Civil Engineering, 2008, Virginia Tech

 This dissertation presents work targeted to study the effects of diaphragm flexibility on the seismic performance of light frame wood structures (LFWS). The finite element… (more)

Subjects/Keywords: Finite Element; Light Frame Wood Structure; Nonlinear Dynamic Analysis; Static; Object Oriented C++; Diaphragm Flexibility

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APA (6th Edition):

Pathak, R. (2008). The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27947

Chicago Manual of Style (16th Edition):

Pathak, Rakesh. “The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures.” 2008. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/27947.

MLA Handbook (7th Edition):

Pathak, Rakesh. “The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures.” 2008. Web. 17 Jan 2021.

Vancouver:

Pathak R. The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 2008. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/27947.

Council of Science Editors:

Pathak R. The Effects of Diaphragm Flexibility on the Seismic Performance of Light Frame Wood Structures. [Doctoral Dissertation]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/27947


Virginia Tech

28. Wang, Yongping. Digital Simulative Test of Asphalt Mixtures Using Finite Element Method and X-Ray Tomography Images.

Degree: PhD, Civil Engineering, 2007, Virginia Tech

 Simulative tests, such as asphalt pavement analyzer (APA), Hamberg rut tester etc. have been widely used to evaluate the performance of asphalt mixtures. However, simulative… (more)

Subjects/Keywords: Viscoplasticity; Permanent Deformation; Asphalt Pavement Analyzer; Tomography Imaging

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APA (6th Edition):

Wang, Y. (2007). Digital Simulative Test of Asphalt Mixtures Using Finite Element Method and X-Ray Tomography Images. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28748

Chicago Manual of Style (16th Edition):

Wang, Yongping. “Digital Simulative Test of Asphalt Mixtures Using Finite Element Method and X-Ray Tomography Images.” 2007. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/28748.

MLA Handbook (7th Edition):

Wang, Yongping. “Digital Simulative Test of Asphalt Mixtures Using Finite Element Method and X-Ray Tomography Images.” 2007. Web. 17 Jan 2021.

Vancouver:

Wang Y. Digital Simulative Test of Asphalt Mixtures Using Finite Element Method and X-Ray Tomography Images. [Internet] [Doctoral dissertation]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/28748.

Council of Science Editors:

Wang Y. Digital Simulative Test of Asphalt Mixtures Using Finite Element Method and X-Ray Tomography Images. [Doctoral Dissertation]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/28748


Virginia Tech

29. Phillips, Rhonda D. A Probabilistic Classification Algorithm With Soft Classification Output.

Degree: PhD, Computer Science, 2009, Virginia Tech

 This thesis presents a shared memory parallel version of the hybrid classification algorithm IGSCR (iterative guided spectral class rejection), a novel data reduction technique that… (more)

Subjects/Keywords: classification; data reduction; parallel processing; remote sensing; high performance computing; cluster evaluation

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APA (6th Edition):

Phillips, R. D. (2009). A Probabilistic Classification Algorithm With Soft Classification Output. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26701

Chicago Manual of Style (16th Edition):

Phillips, Rhonda D. “A Probabilistic Classification Algorithm With Soft Classification Output.” 2009. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/26701.

MLA Handbook (7th Edition):

Phillips, Rhonda D. “A Probabilistic Classification Algorithm With Soft Classification Output.” 2009. Web. 17 Jan 2021.

Vancouver:

Phillips RD. A Probabilistic Classification Algorithm With Soft Classification Output. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/26701.

Council of Science Editors:

Phillips RD. A Probabilistic Classification Algorithm With Soft Classification Output. [Doctoral Dissertation]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/26701


Virginia Tech

30. Liu, Zihong. Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck.

Degree: PhD, Civil Engineering, 2007, Virginia Tech

 A fiber reinforced polymer (FRP) composite cellular deck system was used to rehabilitate a historical cast iron thru-truss structure (Hawthorne St. Bridge in Covington, Virginia).… (more)

Subjects/Keywords: finite element; rehabilitation; bridge deck; structure; pultrusion; Fiber-reinforced polymer (FRP); composite

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APA (6th Edition):

Liu, Z. (2007). Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28234

Chicago Manual of Style (16th Edition):

Liu, Zihong. “Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck.” 2007. Doctoral Dissertation, Virginia Tech. Accessed January 17, 2021. http://hdl.handle.net/10919/28234.

MLA Handbook (7th Edition):

Liu, Zihong. “Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck.” 2007. Web. 17 Jan 2021.

Vancouver:

Liu Z. Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck. [Internet] [Doctoral dissertation]. Virginia Tech; 2007. [cited 2021 Jan 17]. Available from: http://hdl.handle.net/10919/28234.

Council of Science Editors:

Liu Z. Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck. [Doctoral Dissertation]. Virginia Tech; 2007. Available from: http://hdl.handle.net/10919/28234

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