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You searched for +publisher:"Virginia Tech" +contributor:("Cousins, Thomas E."). Showing records 1 – 30 of 117 total matches.

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Virginia Tech

1. 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 February 24, 2020. 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 Feb 2020.

Vancouver:

Mercer MS. Transverse Sub-Assemblage Testing of the Inverted-T Bridge System. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Feb 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

2. 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 February 24, 2020. http://hdl.handle.net/10919/33922.

MLA Handbook (7th Edition):

Scott, Jana. “Interface Shear Strength in Lightweight Concrete Bridge Girders.” 2010. Web. 24 Feb 2020.

Vancouver:

Scott J. Interface Shear Strength in Lightweight Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2020 Feb 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

3. 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 February 24, 2020. http://hdl.handle.net/10919/34126.

MLA Handbook (7th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Web. 24 Feb 2020.

Vancouver:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Feb 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

4. 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 February 24, 2020. 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 Feb 2020.

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 2020 Feb 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

5. 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 February 24, 2020. 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 Feb 2020.

Vancouver:

Ahsan S. Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Feb 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

6. Kumaresan, Karthik. Ultra-High Performance Concrete and Lattice Models.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 Ultra-High Performance Concrete (UHPC) is an evolving structural material that has attracted interest in the civil engineering industry recently. Currently, it is being used mainly… (more)

Subjects/Keywords: UHPC; Tessellation; Lattice element; Fracture Energy

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APA (6th Edition):

Kumaresan, K. (2011). Ultra-High Performance Concrete and Lattice Models. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35144

Chicago Manual of Style (16th Edition):

Kumaresan, Karthik. “Ultra-High Performance Concrete and Lattice Models.” 2011. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/35144.

MLA Handbook (7th Edition):

Kumaresan, Karthik. “Ultra-High Performance Concrete and Lattice Models.” 2011. Web. 24 Feb 2020.

Vancouver:

Kumaresan K. Ultra-High Performance Concrete and Lattice Models. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/35144.

Council of Science Editors:

Kumaresan K. Ultra-High Performance Concrete and Lattice Models. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/35144


Virginia Tech

7. 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 February 24, 2020. http://hdl.handle.net/10919/35195.

MLA Handbook (7th Edition):

Thornton, Nathan Paul. “Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation.” 2012. Web. 24 Feb 2020.

Vancouver:

Thornton NP. Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Feb 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

8. 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 February 24, 2020. http://hdl.handle.net/10919/49108.

MLA Handbook (7th Edition):

Joyce, Patrick Conor. “Development of Improved Connection Details for Voided Slab Bridges.” 2014. Web. 24 Feb 2020.

Vancouver:

Joyce PC. Development of Improved Connection Details for Voided Slab Bridges. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Feb 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

9. 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 February 24, 2020. http://hdl.handle.net/10919/56488.

MLA Handbook (7th Edition):

Gangi, Michael Joseph. “Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders.” 2015. Web. 24 Feb 2020.

Vancouver:

Gangi MJ. Analytical Modeling of the Repair Impact-Damaged Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Feb 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

10. 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 February 24, 2020. http://hdl.handle.net/10919/56585.

MLA Handbook (7th Edition):

Grant, James Philip. “Non-Contact Lap Splices in Dissimilar Concretes.” 2015. Web. 24 Feb 2020.

Vancouver:

Grant JP. Non-Contact Lap Splices in Dissimilar Concretes. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Feb 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

11. 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 February 24, 2020. 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 Feb 2020.

Vancouver:

Ward III JC. C-Grid as Shear Reinforcement in Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Feb 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

12. 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 February 24, 2020. 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 Feb 2020.

Vancouver:

Magee MD. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Feb 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

13. 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 February 24, 2020. 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 Feb 2020.

Vancouver:

Field CS. VHPC Material Characterization and Recommendations for the Buffalo Branch Bridge Rehabilitation. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Feb 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

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

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Bajzek, Sasha N. “Tranverse Deck Reinforcement for Use in Tide Mill Bridge.” 2013. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/19298.

MLA Handbook (7th Edition):

Bajzek, Sasha N. “Tranverse Deck Reinforcement for Use in Tide Mill Bridge.” 2013. Web. 24 Feb 2020.

Vancouver:

Bajzek SN. Tranverse Deck Reinforcement for Use in Tide Mill Bridge. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/19298.

Council of Science Editors:

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


Virginia Tech

15. Passarelli, Garrett J. A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 This research investigation explores the feasibility of implementing a laser welded sandwich steel panel bridge deck system as a viable alternative to standardized reinforced concrete… (more)

Subjects/Keywords: Bridge Decks; Fatigue Resistance; Finite Element Analysis; Finite Element; Sandwich Panel; Laser Weld; LBW; HLAW

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APA (6th Edition):

Passarelli, G. J. (2011). A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45149

Chicago Manual of Style (16th Edition):

Passarelli, Garrett J. “A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem.” 2011. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/45149.

MLA Handbook (7th Edition):

Passarelli, Garrett J. “A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem.” 2011. Web. 24 Feb 2020.

Vancouver:

Passarelli GJ. A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/45149.

Council of Science Editors:

Passarelli GJ. A Feasiblity Study on the Fatigue Performance of Laser Beam Welds and Hybrid-Laser Arc Welds Used in an Innovative Modular Steel Sandwich Panel Bridge Deck SyStem. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/45149


Virginia Tech

16. Soroori Rad, Behrooz H. Experiments on Cold-Formed Steel Beams with Holes.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 Experimental testing and elastic buckling studies were performed on 68 C-section cold-formed steel joists with unstiffened rectangular web holes. Four Steel Stud Manufacturers Association (SSMA)… (more)

Subjects/Keywords: Cold-Formed Steel Beams; Holes; Elastic Buckling; Finite Element Analysis; Direct Strength Method

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APA (6th Edition):

Soroori Rad, B. H. (2010). Experiments on Cold-Formed Steel Beams with Holes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42698

Chicago Manual of Style (16th Edition):

Soroori Rad, Behrooz H. “Experiments on Cold-Formed Steel Beams with Holes.” 2010. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/42698.

MLA Handbook (7th Edition):

Soroori Rad, Behrooz H. “Experiments on Cold-Formed Steel Beams with Holes.” 2010. Web. 24 Feb 2020.

Vancouver:

Soroori Rad BH. Experiments on Cold-Formed Steel Beams with Holes. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/42698.

Council of Science Editors:

Soroori Rad BH. Experiments on Cold-Formed Steel Beams with Holes. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/42698


Virginia Tech

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

Degree: MS, Civil Engineering, 2015, Virginia Tech

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Liesen, Justin Adam. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer.” 2015. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/54598.

MLA Handbook (7th Edition):

Liesen, Justin Adam. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer.” 2015. Web. 24 Feb 2020.

Vancouver:

Liesen JA. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fiber-Reinforced Polymer. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Feb 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

18. 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 February 24, 2020. http://hdl.handle.net/10919/76648.

MLA Handbook (7th Edition):

Jones, Mark Stevens. “Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix.” 2017. Web. 24 Feb 2020.

Vancouver:

Jones MS. Repair of Impact-Damaged Prestressed Bridge Girders Using Strand Splices and Fabric Reinforced Cementitious Matrix. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Feb 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

19. Halbe, Kedar Ram. New Approach to Connections Between Members of Adjacent Box Beam Bridges.

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

 The adjacent box beam bridges (ABBB) are considered as an ideal solution for short to medium span bridges and for routes with low to medium… (more)

Subjects/Keywords: Connection details; adjacent box beam bridges; UHPC; VHPC; shear key; diagnostic test

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APA (6th Edition):

Halbe, K. R. (2014). New Approach to Connections Between Members of Adjacent Box Beam Bridges. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64868

Chicago Manual of Style (16th Edition):

Halbe, Kedar Ram. “New Approach to Connections Between Members of Adjacent Box Beam Bridges.” 2014. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/64868.

MLA Handbook (7th Edition):

Halbe, Kedar Ram. “New Approach to Connections Between Members of Adjacent Box Beam Bridges.” 2014. Web. 24 Feb 2020.

Vancouver:

Halbe KR. New Approach to Connections Between Members of Adjacent Box Beam Bridges. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/64868.

Council of Science Editors:

Halbe KR. New Approach to Connections Between Members of Adjacent Box Beam Bridges. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/64868


Virginia Tech

20. Gao, Tian. Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 The design of metal building roof and wall systems under uplift and suction wind loading is complicated because the laterally unbraced purlin and girtâ s… (more)

Subjects/Keywords: Through-Fastened; Metal Building; Purlin; Uplift Loading; Rigid Insulation

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APA (6th Edition):

Gao, T. (2012). Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28553

Chicago Manual of Style (16th Edition):

Gao, Tian. “Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction.” 2012. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/28553.

MLA Handbook (7th Edition):

Gao, Tian. “Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction.” 2012. Web. 24 Feb 2020.

Vancouver:

Gao T. Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/28553.

Council of Science Editors:

Gao T. Direct Strength Method for the Flexural Design of Through-Fastened Metal Building Roof and Wall Systems under Wind Uplift or Suction. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/28553


Virginia Tech

21. Menkulasi, Fatmir. Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges.

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

 The inverted T-beam bridge system provides an accelerated bridge construction alternative for short-to-medium-span bridges. The system consists of adjacent precast inverted T-beams finished with a… (more)

Subjects/Keywords: Precast Inverted T-beams; Transverse Bending; Time Dependent Effects; Temperature effects; End Stresses; Composite Action; Live Load Distribution Factors

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APA (6th Edition):

Menkulasi, F. (2014). Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50413

Chicago Manual of Style (16th Edition):

Menkulasi, Fatmir. “Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges.” 2014. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/50413.

MLA Handbook (7th Edition):

Menkulasi, Fatmir. “Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges.” 2014. Web. 24 Feb 2020.

Vancouver:

Menkulasi F. Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/50413.

Council of Science Editors:

Menkulasi F. Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/50413


Virginia Tech

22. D'Alessandro, Kacie Caple. Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 Ultra-high performance concrete (UHPC) was evaluated as a potential material for future bridge deck designs. Material characterization tests took place to identify potential challenges in… (more)

Subjects/Keywords: ultra-high performance concrete; UHPC; biaxial stress; failure criterion; waffle slab bridge deck; digital image correlation

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APA (6th Edition):

D'Alessandro, K. C. (2013). Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23731

Chicago Manual of Style (16th Edition):

D'Alessandro, Kacie Caple. “Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing.” 2013. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/23731.

MLA Handbook (7th Edition):

D'Alessandro, Kacie Caple. “Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing.” 2013. Web. 24 Feb 2020.

Vancouver:

D'Alessandro KC. Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/23731.

Council of Science Editors:

D'Alessandro KC. Biaxial Behavior of Ultra-High Performance Concrete and Untreated UHPC Waffle Slab Bridge Deck Design and Testing. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23731


Virginia Tech

23. 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 February 24, 2020. 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. 24 Feb 2020.

Vancouver:

Cross BT. Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2020 Feb 24]. 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

24. Govindarajan Balakumaran, Soundar Sriram. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.

Degree: PhD, Civil Engineering, 2012, Virginia Tech

 Modeling of chloride-induced deterioration of bridge decks by using Fickâ s Second Law of diffusion was performed. The objective of this study is to select… (more)

Subjects/Keywords: corrosion; service life; bridge decks; modeling; deterioration; chloride diffusion; concrete; epoxy; overlay; LTBP

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APA (6th Edition):

Govindarajan Balakumaran, S. S. (2012). Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26437

Chicago Manual of Style (16th Edition):

Govindarajan Balakumaran, Soundar Sriram. “Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.” 2012. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/26437.

MLA Handbook (7th Edition):

Govindarajan Balakumaran, Soundar Sriram. “Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks.” 2012. Web. 24 Feb 2020.

Vancouver:

Govindarajan Balakumaran SS. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. [Internet] [Doctoral dissertation]. Virginia Tech; 2012. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/26437.

Council of Science Editors:

Govindarajan Balakumaran SS. Corrosion Testing and Modeling of Chloride-Induced Corrosion Deterioration of Concrete Bridge Decks. [Doctoral Dissertation]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/26437

25. Collins, William Norfleet. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.

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

 The work described herein examines the fracture behavior of steels used in bridge applications. As part of Transportation Pooled Fund (TPF) Project 5-238, Design and… (more)

Subjects/Keywords: Brittle failures; material failures; cracking; toughness; steel; bridges; fracture

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APA (6th Edition):

Collins, W. N. (2014). Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/70925

Chicago Manual of Style (16th Edition):

Collins, William Norfleet. “Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.” 2014. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/70925.

MLA Handbook (7th Edition):

Collins, William Norfleet. “Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.” 2014. Web. 24 Feb 2020.

Vancouver:

Collins WN. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/70925.

Council of Science Editors:

Collins WN. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/70925


Virginia Tech

26. Kassner, Bernard Leonard. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 Although design codes have accepted lightweight concrete as a suitable structural material for nearly 50 years, there is still a good deal of uncertainty as… (more)

Subjects/Keywords: lightweight; concrete; prestress; shear; reliability

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APA (6th Edition):

Kassner, B. L. (2013). Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49543

Chicago Manual of Style (16th Edition):

Kassner, Bernard Leonard. “Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.” 2013. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/49543.

MLA Handbook (7th Edition):

Kassner, Bernard Leonard. “Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks.” 2013. Web. 24 Feb 2020.

Vancouver:

Kassner BL. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/49543.

Council of Science Editors:

Kassner BL. Shear Strength of Full-Scale Prestressed Lightweight Concrete Girders with Composite Decks. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/49543


Virginia Tech

27. Maguire, Marcus J. Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 Post-tensioned segmental concrete box girders have been in use in the United States since the early 1970s. This unique bridge system uses post-tensioning to connect… (more)

Subjects/Keywords: Field Testing; Transverse Bending; Segmental Concrete Box Grider Bridges

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APA (6th Edition):

Maguire, M. J. (2013). Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23670

Chicago Manual of Style (16th Edition):

Maguire, Marcus J. “Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges.” 2013. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/23670.

MLA Handbook (7th Edition):

Maguire, Marcus J. “Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges.” 2013. Web. 24 Feb 2020.

Vancouver:

Maguire MJ. Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/23670.

Council of Science Editors:

Maguire MJ. Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23670

28. Zou, Tao. Non-Destructive Bridge Deck Condition Assessment with a Probability-Based Deterioration Threshold.

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

 Deterioration of bridge decks is an ongoing problem faced by transportation agencies across the country. In past decades, Non-Destructive Evaluation (NDE) techniques, capable of detecting… (more)

Subjects/Keywords: Bridge Deck; Deterioration; Non-Destructive Evaluation; Probability; Deterioration Threshold

…Pilot Bridges, east of the Mississippi River, on which researchers from Virginia Tech and… 

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APA (6th Edition):

Zou, T. (2014). Non-Destructive Bridge Deck Condition Assessment with a Probability-Based Deterioration Threshold. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/49384

Chicago Manual of Style (16th Edition):

Zou, Tao. “Non-Destructive Bridge Deck Condition Assessment with a Probability-Based Deterioration Threshold.” 2014. Doctoral Dissertation, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/49384.

MLA Handbook (7th Edition):

Zou, Tao. “Non-Destructive Bridge Deck Condition Assessment with a Probability-Based Deterioration Threshold.” 2014. Web. 24 Feb 2020.

Vancouver:

Zou T. Non-Destructive Bridge Deck Condition Assessment with a Probability-Based Deterioration Threshold. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/49384.

Council of Science Editors:

Zou T. Non-Destructive Bridge Deck Condition Assessment with a Probability-Based Deterioration Threshold. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/49384

29. Nelson, Douglas A. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 The objective of the research presented in this thesis was to develop a concrete bridge deck topping mixture that resists the effects of differential shrinkage… (more)

Subjects/Keywords: Concrete; Tensile Creep; Differential Shrinkage; Bridges; Bridge Decks; Time Dependent Effects; Bridge Deck Cracking

…deck toppings including slag cement. Past research at Virginia Tech has shown that cement… …Mokarem, 2002) The results of the work done at Virginia Tech (increased early… …results of the previous research at Virginia Tech, it was decided to use GGBFS as a 40% (… 

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APA (6th Edition):

Nelson, D. A. (2013). Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/24425

Chicago Manual of Style (16th Edition):

Nelson, Douglas A. “Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges.” 2013. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/24425.

MLA Handbook (7th Edition):

Nelson, Douglas A. “Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges.” 2013. Web. 24 Feb 2020.

Vancouver:

Nelson DA. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/24425.

Council of Science Editors:

Nelson DA. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/24425


Virginia Tech

30. Trout, Alvin McKinley. Further Study of the Gravity Loading Base Test Method.

Degree: MS, Civil Engineering, 2000, Virginia Tech

  Presently, the industry accepted method for determining the positive moment strength of gravity loaded standing seam metal roof systems is the "Base Test Method".… (more)

Subjects/Keywords: Standing Seam Roof System; Purlins; Reduction Factor

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APA (6th Edition):

Trout, A. M. (2000). Further Study of the Gravity Loading Base Test Method. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35025

Chicago Manual of Style (16th Edition):

Trout, Alvin McKinley. “Further Study of the Gravity Loading Base Test Method.” 2000. Masters Thesis, Virginia Tech. Accessed February 24, 2020. http://hdl.handle.net/10919/35025.

MLA Handbook (7th Edition):

Trout, Alvin McKinley. “Further Study of the Gravity Loading Base Test Method.” 2000. Web. 24 Feb 2020.

Vancouver:

Trout AM. Further Study of the Gravity Loading Base Test Method. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2020 Feb 24]. Available from: http://hdl.handle.net/10919/35025.

Council of Science Editors:

Trout AM. Further Study of the Gravity Loading Base Test Method. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/35025

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