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You searched for +publisher:"Virginia Tech" +contributor:("Barker, Richard M."). Showing records 1 – 30 of 62 total matches.

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Virginia Tech

1. Piñero, Juan C. Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems.

Degree: MS, Engineering Science and Mechanics, 2001, Virginia Tech

 American Association of State Highway and Transportation Officials (ASHTO) specifications have prescribed lateral load distribution factors to calculate the bending moments and shear forces for… (more)

Subjects/Keywords: Load Distribution Factors; Harmonic Decomposition Approach; Multi-Girder Bridge Systems; Military Vehicles

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APA (6th Edition):

Piñero, J. C. (2001). Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33213

Chicago Manual of Style (16th Edition):

Piñero, Juan C. “Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/33213.

MLA Handbook (7th Edition):

Piñero, Juan C. “Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems.” 2001. Web. 09 Jul 2020.

Vancouver:

Piñero JC. Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/33213.

Council of Science Editors:

Piñero JC. Lateral Load Distribution Factors for Military Vehicles on Multi-Girder Deck Slab Bridge Systems. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/33213


Virginia Tech

2. Neely, William Douglas. Evaluation of the In-Servic Performance of the Tom's Creek Bridge.

Degree: MS, Civil Engineering, 2000, Virginia Tech

 The Tom's Creek Bridge is a small-scale demonstration project involving the use of fiber-reinforced polymer (FRP) composite girders as the main load carrying members. The… (more)

Subjects/Keywords: deflection control; dynamic load allowance; bridge design; Composite materials; pultruded structural beam; wheel load distribution; fiber-reinforced polymer (FRP); bridge rehabilitation

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APA (6th Edition):

Neely, W. D. (2000). Evaluation of the In-Servic Performance of the Tom's Creek Bridge. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33249

Chicago Manual of Style (16th Edition):

Neely, William Douglas. “Evaluation of the In-Servic Performance of the Tom's Creek Bridge.” 2000. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/33249.

MLA Handbook (7th Edition):

Neely, William Douglas. “Evaluation of the In-Servic Performance of the Tom's Creek Bridge.” 2000. Web. 09 Jul 2020.

Vancouver:

Neely WD. Evaluation of the In-Servic Performance of the Tom's Creek Bridge. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/33249.

Council of Science Editors:

Neely WD. Evaluation of the In-Servic Performance of the Tom's Creek Bridge. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/33249


Virginia Tech

3. Borgsmiller, Jeffrey T. Simplified method for design or moment end-plate connections.

Degree: MS, Civil Engineering, 1995, Virginia Tech

 Bolted moment end-plate connections are extremely popular in the metal building industry due to economics and construction ease, yet have proven to be quite complicated… (more)

Subjects/Keywords: Kennedy bolt analysis; LD5655.V855 1995.B674

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APA (6th Edition):

Borgsmiller, J. T. (1995). Simplified method for design or moment end-plate connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34101

Chicago Manual of Style (16th Edition):

Borgsmiller, Jeffrey T. “Simplified method for design or moment end-plate connections.” 1995. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/34101.

MLA Handbook (7th Edition):

Borgsmiller, Jeffrey T. “Simplified method for design or moment end-plate connections.” 1995. Web. 09 Jul 2020.

Vancouver:

Borgsmiller JT. Simplified method for design or moment end-plate connections. [Internet] [Masters thesis]. Virginia Tech; 1995. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/34101.

Council of Science Editors:

Borgsmiller JT. Simplified method for design or moment end-plate connections. [Masters Thesis]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/34101


Virginia Tech

4. Calloway, Benita R. Yield line analysis of an AASHTO New Jersey concrete parapet wall.

Degree: MS, Civil Engineering, 1993, Virginia Tech

 Concrete bridge rails are rated according to three performance levels. For classification at a given performance level, the rail must meet specific strength and geometric… (more)

Subjects/Keywords: Yield-line analysis; LD5655.V855 1993.C344

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APA (6th Edition):

Calloway, B. R. (1993). Yield line analysis of an AASHTO New Jersey concrete parapet wall. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34936

Chicago Manual of Style (16th Edition):

Calloway, Benita R. “Yield line analysis of an AASHTO New Jersey concrete parapet wall.” 1993. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/34936.

MLA Handbook (7th Edition):

Calloway, Benita R. “Yield line analysis of an AASHTO New Jersey concrete parapet wall.” 1993. Web. 09 Jul 2020.

Vancouver:

Calloway BR. Yield line analysis of an AASHTO New Jersey concrete parapet wall. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/34936.

Council of Science Editors:

Calloway BR. Yield line analysis of an AASHTO New Jersey concrete parapet wall. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/34936


Virginia Tech

5. Beavers, Timothy Allan. Fundamental Natural Frequency of Steel Joist Supported Floors.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 Three aspects in determining the first natural frequency of steel joist supported floors were studied. The aspects are: 1) determining which finite element model best… (more)

Subjects/Keywords: finite element analysis; vibrations

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APA (6th Edition):

Beavers, T. A. (1998). Fundamental Natural Frequency of Steel Joist Supported Floors. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35880

Chicago Manual of Style (16th Edition):

Beavers, Timothy Allan. “Fundamental Natural Frequency of Steel Joist Supported Floors.” 1998. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/35880.

MLA Handbook (7th Edition):

Beavers, Timothy Allan. “Fundamental Natural Frequency of Steel Joist Supported Floors.” 1998. Web. 09 Jul 2020.

Vancouver:

Beavers TA. Fundamental Natural Frequency of Steel Joist Supported Floors. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/35880.

Council of Science Editors:

Beavers TA. Fundamental Natural Frequency of Steel Joist Supported Floors. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/35880


Virginia Tech

6. Carlin, Brian Patrick. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.

Degree: MS, Civil Engineering, 1998, Virginia Tech

 The use of fiber reinforced plastics (FRP) in repairing and strengthening bridges has been researched in recent years. In particular, attaching unidirectional FRP to the… (more)

Subjects/Keywords: carbon fibers; flexural strength; ductility; reinforced concrete beams

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APA (6th Edition):

Carlin, B. P. (1998). Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36546

Chicago Manual of Style (16th Edition):

Carlin, Brian Patrick. “Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.” 1998. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/36546.

MLA Handbook (7th Edition):

Carlin, Brian Patrick. “Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates.” 1998. Web. 09 Jul 2020.

Vancouver:

Carlin BP. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/36546.

Council of Science Editors:

Carlin BP. Investigation of the Strength and Ductility of Reinforced Concrete Beams Strengthed with CFRP Laminates. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36546


Virginia Tech

7. Hankins, Steven C. Standoff screws functioning as mechanical shear connectors in composite joists.

Degree: MS, Civil Engineering, 1994, Virginia Tech

 The results of sixty-five double-sided pushout tests utilizing the Elco grade 8, 5/16 in. diameter, standoff screw functioning as a mechanical shear connector are presented.… (more)

Subjects/Keywords: Composite construction; LD5655.V855 1994.H366

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APA (6th Edition):

Hankins, S. C. (1994). Standoff screws functioning as mechanical shear connectors in composite joists. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40748

Chicago Manual of Style (16th Edition):

Hankins, Steven C. “Standoff screws functioning as mechanical shear connectors in composite joists.” 1994. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/40748.

MLA Handbook (7th Edition):

Hankins, Steven C. “Standoff screws functioning as mechanical shear connectors in composite joists.” 1994. Web. 09 Jul 2020.

Vancouver:

Hankins SC. Standoff screws functioning as mechanical shear connectors in composite joists. [Internet] [Masters thesis]. Virginia Tech; 1994. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/40748.

Council of Science Editors:

Hankins SC. Standoff screws functioning as mechanical shear connectors in composite joists. [Masters Thesis]. Virginia Tech; 1994. Available from: http://hdl.handle.net/10919/40748


Virginia Tech

8. Karsu, Burak. The load deformation response of single bolt connections.

Degree: MS, Civil Engineering, 1995, Virginia Tech

 Sophisticated design techniques such as partially restrained connections need detail information on the load-deformation response of bolted connections. The behavior of single bolt, single shear… (more)

Subjects/Keywords: bolt connections; LD5655.V855 1995.K377

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APA (6th Edition):

Karsu, B. (1995). The load deformation response of single bolt connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40751

Chicago Manual of Style (16th Edition):

Karsu, Burak. “The load deformation response of single bolt connections.” 1995. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/40751.

MLA Handbook (7th Edition):

Karsu, Burak. “The load deformation response of single bolt connections.” 1995. Web. 09 Jul 2020.

Vancouver:

Karsu B. The load deformation response of single bolt connections. [Internet] [Masters thesis]. Virginia Tech; 1995. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/40751.

Council of Science Editors:

Karsu B. The load deformation response of single bolt connections. [Masters Thesis]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/40751


Virginia Tech

9. Broyles, Donald L. Triax dome modeling with I-DEAS 4.1.

Degree: MS, Civil Engineering, 1990, Virginia Tech

 With the increasing need for large columnless structures in today's society, glued-laminated Triax domes are being designed and built. Even though many have already been… (more)

Subjects/Keywords: Domes; LD5655.V855 1990.B768

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APA (6th Edition):

Broyles, D. L. (1990). Triax dome modeling with I-DEAS 4.1. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41383

Chicago Manual of Style (16th Edition):

Broyles, Donald L. “Triax dome modeling with I-DEAS 4.1.” 1990. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/41383.

MLA Handbook (7th Edition):

Broyles, Donald L. “Triax dome modeling with I-DEAS 4.1.” 1990. Web. 09 Jul 2020.

Vancouver:

Broyles DL. Triax dome modeling with I-DEAS 4.1. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/41383.

Council of Science Editors:

Broyles DL. Triax dome modeling with I-DEAS 4.1. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/41383


Virginia Tech

10. Gibbings, David R. Evaluation of long span composite joists.

Degree: MS, Civil Engineering, 1990, Virginia Tech

  The strength and stiffness characteristics of longspan composite open-web steel joists are studied. Eight full scale single span composite joists were tested to failure… (more)

Subjects/Keywords: Steel joists; LD5655.V855 1990.G492

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APA (6th Edition):

Gibbings, D. R. (1990). Evaluation of long span composite joists. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41913

Chicago Manual of Style (16th Edition):

Gibbings, David R. “Evaluation of long span composite joists.” 1990. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/41913.

MLA Handbook (7th Edition):

Gibbings, David R. “Evaluation of long span composite joists.” 1990. Web. 09 Jul 2020.

Vancouver:

Gibbings DR. Evaluation of long span composite joists. [Internet] [Masters thesis]. Virginia Tech; 1990. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/41913.

Council of Science Editors:

Gibbings DR. Evaluation of long span composite joists. [Masters Thesis]. Virginia Tech; 1990. Available from: http://hdl.handle.net/10919/41913


Virginia Tech

11. Devens, Patrick E. Shear analysis of rectangular concrete tanks considering interaction of plate elements.

Degree: MS, Civil Engineering, 1985, Virginia Tech

  The program described in this paper is capable of determining horizontal and vertical shear resultants at any point within a one, two, or three… (more)

Subjects/Keywords: Shear (Mechanics); LD5655.V855 1985.D483

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APA (6th Edition):

Devens, P. E. (1985). Shear analysis of rectangular concrete tanks considering interaction of plate elements. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45652

Chicago Manual of Style (16th Edition):

Devens, Patrick E. “Shear analysis of rectangular concrete tanks considering interaction of plate elements.” 1985. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45652.

MLA Handbook (7th Edition):

Devens, Patrick E. “Shear analysis of rectangular concrete tanks considering interaction of plate elements.” 1985. Web. 09 Jul 2020.

Vancouver:

Devens PE. Shear analysis of rectangular concrete tanks considering interaction of plate elements. [Internet] [Masters thesis]. Virginia Tech; 1985. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45652.

Council of Science Editors:

Devens PE. Shear analysis of rectangular concrete tanks considering interaction of plate elements. [Masters Thesis]. Virginia Tech; 1985. Available from: http://hdl.handle.net/10919/45652


Virginia Tech

12. Leeuwrik, Maarten James. Nonlinear vibration analysis of inflatable dams.

Degree: MS, Civil Engineering, 1987, Virginia Tech

  In recent years the use of inflatable dams has become more widespread throughout the world. Various people have done studies on the shape and… (more)

Subjects/Keywords: Nonlinear functional analysis; LD5655.V855 1987.L438

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APA (6th Edition):

Leeuwrik, M. J. (1987). Nonlinear vibration analysis of inflatable dams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45786

Chicago Manual of Style (16th Edition):

Leeuwrik, Maarten James. “Nonlinear vibration analysis of inflatable dams.” 1987. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45786.

MLA Handbook (7th Edition):

Leeuwrik, Maarten James. “Nonlinear vibration analysis of inflatable dams.” 1987. Web. 09 Jul 2020.

Vancouver:

Leeuwrik MJ. Nonlinear vibration analysis of inflatable dams. [Internet] [Masters thesis]. Virginia Tech; 1987. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45786.

Council of Science Editors:

Leeuwrik MJ. Nonlinear vibration analysis of inflatable dams. [Masters Thesis]. Virginia Tech; 1987. Available from: http://hdl.handle.net/10919/45786


Virginia Tech

13. Malushte, Sanjeev R. Prediction of seismic design response spectra using ground characteristics.

Degree: MS, Civil Engineering (Structures), 1987, Virginia Tech

  The available earthquake records are classified into five groups according to their site stiffness and epicentral distance as the grouping parameters. For the groups… (more)

Subjects/Keywords: Buildings; LD5655.V855 1987.M348

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APA (6th Edition):

Malushte, S. R. (1987). Prediction of seismic design response spectra using ground characteristics. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45802

Chicago Manual of Style (16th Edition):

Malushte, Sanjeev R. “Prediction of seismic design response spectra using ground characteristics.” 1987. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45802.

MLA Handbook (7th Edition):

Malushte, Sanjeev R. “Prediction of seismic design response spectra using ground characteristics.” 1987. Web. 09 Jul 2020.

Vancouver:

Malushte SR. Prediction of seismic design response spectra using ground characteristics. [Internet] [Masters thesis]. Virginia Tech; 1987. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45802.

Council of Science Editors:

Malushte SR. Prediction of seismic design response spectra using ground characteristics. [Masters Thesis]. Virginia Tech; 1987. Available from: http://hdl.handle.net/10919/45802


Virginia Tech

14. Band, Barry Schwamb. Vibration characteristics of joist and joist-girder members.

Degree: MS, Civil Engineering, 1996, Virginia Tech

 With the development of lightweight steel beam and steel joist-concrete slab floor systems, floor vibration problems are becoming more and more prevalent. This paper presents… (more)

Subjects/Keywords: joist-girder members; steel joints; LD5655.V855 1996.B363

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APA (6th Edition):

Band, B. S. (1996). Vibration characteristics of joist and joist-girder members. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45833

Chicago Manual of Style (16th Edition):

Band, Barry Schwamb. “Vibration characteristics of joist and joist-girder members.” 1996. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45833.

MLA Handbook (7th Edition):

Band, Barry Schwamb. “Vibration characteristics of joist and joist-girder members.” 1996. Web. 09 Jul 2020.

Vancouver:

Band BS. Vibration characteristics of joist and joist-girder members. [Internet] [Masters thesis]. Virginia Tech; 1996. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45833.

Council of Science Editors:

Band BS. Vibration characteristics of joist and joist-girder members. [Masters Thesis]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/45833


Virginia Tech

15. Lin, Shih-Yung. Feasibility of fiber reinforced composite materials used in highway bridge superstructures.

Degree: MS, Engineering Mechanics, 1988, Virginia Tech

  Composite materials are considered here as structural materials of highway bridge superstructures. Bridge deck designs can be done according to <i>AASHTO</i>1 specification and elastic… (more)

Subjects/Keywords: Composite materials; LD5655.V855 1988.L557

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APA (6th Edition):

Lin, S. (1988). Feasibility of fiber reinforced composite materials used in highway bridge superstructures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45894

Chicago Manual of Style (16th Edition):

Lin, Shih-Yung. “Feasibility of fiber reinforced composite materials used in highway bridge superstructures.” 1988. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45894.

MLA Handbook (7th Edition):

Lin, Shih-Yung. “Feasibility of fiber reinforced composite materials used in highway bridge superstructures.” 1988. Web. 09 Jul 2020.

Vancouver:

Lin S. Feasibility of fiber reinforced composite materials used in highway bridge superstructures. [Internet] [Masters thesis]. Virginia Tech; 1988. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45894.

Council of Science Editors:

Lin S. Feasibility of fiber reinforced composite materials used in highway bridge superstructures. [Masters Thesis]. Virginia Tech; 1988. Available from: http://hdl.handle.net/10919/45894


Virginia Tech

16. Brooks, Steven D. Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings.

Degree: MS, Civil Engineering, 1989, Virginia Tech

 The base tGSt method has been proposed by Carballo, Holzer and Murray [5] as a means of determining the strength of standing seam roof systems… (more)

Subjects/Keywords: Commercial buildings; LD5655.V855 1989.B764

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APA (6th Edition):

Brooks, S. D. (1989). Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45958

Chicago Manual of Style (16th Edition):

Brooks, Steven D. “Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings.” 1989. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45958.

MLA Handbook (7th Edition):

Brooks, Steven D. “Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings.” 1989. Web. 09 Jul 2020.

Vancouver:

Brooks SD. Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings. [Internet] [Masters thesis]. Virginia Tech; 1989. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45958.

Council of Science Editors:

Brooks SD. Evaluation of the base test method for determining the strength of standing seam roof systems under gravity loadings. [Masters Thesis]. Virginia Tech; 1989. Available from: http://hdl.handle.net/10919/45958


Virginia Tech

17. Meyerson, Richard. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 Concrete experiences volume changes throughout its service life. When loaded, concrete experiences an instantaneous recoverable elastic deformation and a slow inelastic deformation called creep. Creep… (more)

Subjects/Keywords: prestressed concrete mixtures; mineral admixtures; time dependent deformation; creep prediction models; compressive creep

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APA (6th Edition):

Meyerson, R. (2001). Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31525

Chicago Manual of Style (16th Edition):

Meyerson, Richard. “Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31525.

MLA Handbook (7th Edition):

Meyerson, Richard. “Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures.” 2001. Web. 09 Jul 2020.

Vancouver:

Meyerson R. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31525.

Council of Science Editors:

Meyerson R. Compressive Creep of Prestressed Concrete Mixtures With and Without Mineral Admixtures. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/31525


Virginia Tech

18. Holland, Michele M. Quality Control Recommendations for Structural Interventions on Historic Properties.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 This thesis presents recommendations for controlling quality in structural interventions on historic properties. Recognizing that establishing quality in the early stages of an intervention can… (more)

Subjects/Keywords: Historic Restoration; Quality Control; Historic Rehabilitation

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APA (6th Edition):

Holland, M. M. (2001). Quality Control Recommendations for Structural Interventions on Historic Properties. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31544

Chicago Manual of Style (16th Edition):

Holland, Michele M. “Quality Control Recommendations for Structural Interventions on Historic Properties.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31544.

MLA Handbook (7th Edition):

Holland, Michele M. “Quality Control Recommendations for Structural Interventions on Historic Properties.” 2001. Web. 09 Jul 2020.

Vancouver:

Holland MM. Quality Control Recommendations for Structural Interventions on Historic Properties. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31544.

Council of Science Editors:

Holland MM. Quality Control Recommendations for Structural Interventions on Historic Properties. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/31544


Virginia Tech

19. Boyd, Curtis Barton. A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 Approximately fifty percent of the bridges in the United States are considered deficient. The deterioration of the concrete components is a leading cause of the… (more)

Subjects/Keywords: bridge; reinforced concrete; bridge design; FRP; fiber reinforced plastics

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APA (6th Edition):

Boyd, C. B. (1997). A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/9591

Chicago Manual of Style (16th Edition):

Boyd, Curtis Barton. “A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks.” 1997. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/9591.

MLA Handbook (7th Edition):

Boyd, Curtis Barton. “A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks.” 1997. Web. 09 Jul 2020.

Vancouver:

Boyd CB. A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/9591.

Council of Science Editors:

Boyd CB. A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/9591


Virginia Tech

20. Allen, Peter A. A study of fiberglass-reinforced plastic for reinforcing concrete bridge decks.

Degree: MS, Civil Engineering, 1995, Virginia Tech

  Deterioration of reinforced concrete bridge decks has gained widespread public attention and concern in recent years. Much of the damage can be attributed to… (more)

Subjects/Keywords: FRP; reinforced concrete; bridges; LD5655.V855 1995.A454

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APA (6th Edition):

Allen, P. A. (1995). A study of fiberglass-reinforced plastic for reinforcing concrete bridge decks. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/43694

Chicago Manual of Style (16th Edition):

Allen, Peter A. “A study of fiberglass-reinforced plastic for reinforcing concrete bridge decks.” 1995. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/43694.

MLA Handbook (7th Edition):

Allen, Peter A. “A study of fiberglass-reinforced plastic for reinforcing concrete bridge decks.” 1995. Web. 09 Jul 2020.

Vancouver:

Allen PA. A study of fiberglass-reinforced plastic for reinforcing concrete bridge decks. [Internet] [Masters thesis]. Virginia Tech; 1995. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/43694.

Council of Science Editors:

Allen PA. A study of fiberglass-reinforced plastic for reinforcing concrete bridge decks. [Masters Thesis]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/43694


Virginia Tech

21. Wong, Thien Pin. A knowledge based expert system for the design of reinforced concrete beams.

Degree: MS, Civil Engineering, 1988, Virginia Tech

 The design of reinforced concrete beams involves the selection of design parameters such as beam dimensions and reinforcement details which result in a safe and… (more)

Subjects/Keywords: Concrete construction; LD5655.V855 1988.W664

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APA (6th Edition):

Wong, T. P. (1988). A knowledge based expert system for the design of reinforced concrete beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44099

Chicago Manual of Style (16th Edition):

Wong, Thien Pin. “A knowledge based expert system for the design of reinforced concrete beams.” 1988. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/44099.

MLA Handbook (7th Edition):

Wong, Thien Pin. “A knowledge based expert system for the design of reinforced concrete beams.” 1988. Web. 09 Jul 2020.

Vancouver:

Wong TP. A knowledge based expert system for the design of reinforced concrete beams. [Internet] [Masters thesis]. Virginia Tech; 1988. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/44099.

Council of Science Editors:

Wong TP. A knowledge based expert system for the design of reinforced concrete beams. [Masters Thesis]. Virginia Tech; 1988. Available from: http://hdl.handle.net/10919/44099


Virginia Tech

22. Archilla, Juan Carlos. Three-Dimensional Nonlinear Dynamics of a Moored Cylinder to be Used as a Breakwater.

Degree: MS, Civil Engineering, 1999, Virginia Tech

 A three-dimensional, nonlinear dynamic analysis is conducted on a fully submerged, rigid, solid cylinder to be used as a breakwater. The breakwater could potentially be… (more)

Subjects/Keywords: mooring; breakwater; vibration; cylinder; snap load; nonlinear dynamics; chaos

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APA (6th Edition):

Archilla, J. C. (1999). Three-Dimensional Nonlinear Dynamics of a Moored Cylinder to be Used as a Breakwater. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31653

Chicago Manual of Style (16th Edition):

Archilla, Juan Carlos. “Three-Dimensional Nonlinear Dynamics of a Moored Cylinder to be Used as a Breakwater.” 1999. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/31653.

MLA Handbook (7th Edition):

Archilla, Juan Carlos. “Three-Dimensional Nonlinear Dynamics of a Moored Cylinder to be Used as a Breakwater.” 1999. Web. 09 Jul 2020.

Vancouver:

Archilla JC. Three-Dimensional Nonlinear Dynamics of a Moored Cylinder to be Used as a Breakwater. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/31653.

Council of Science Editors:

Archilla JC. Three-Dimensional Nonlinear Dynamics of a Moored Cylinder to be Used as a Breakwater. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/31653


Virginia Tech

23. Schimizze, Angela Marie. Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 Several different approaches to determining second-order moments in plane frames were studied during this research. The focus of the research was to compare the moments… (more)

Subjects/Keywords: computer analysis; p-delta; plane frame

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APA (6th Edition):

Schimizze, A. M. (2001). Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32040

Chicago Manual of Style (16th Edition):

Schimizze, Angela Marie. “Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications.” 2001. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/32040.

MLA Handbook (7th Edition):

Schimizze, Angela Marie. “Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications.” 2001. Web. 09 Jul 2020.

Vancouver:

Schimizze AM. Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/32040.

Council of Science Editors:

Schimizze AM. Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/32040


Virginia Tech

24. Loulizi, Amara. Comparison of design methods for shear in reinforced concrete beams.

Degree: MS, Civil Engineering, 1992, Virginia Tech

  There are two basic methods used to analyze and design reinforced concrete members for shear, the American Concrete Institute Code method (used in the… (more)

Subjects/Keywords: Shear - Mechanics; LD5655.V855 1992.L684

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APA (6th Edition):

Loulizi, A. (1992). Comparison of design methods for shear in reinforced concrete beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44554

Chicago Manual of Style (16th Edition):

Loulizi, Amara. “Comparison of design methods for shear in reinforced concrete beams.” 1992. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/44554.

MLA Handbook (7th Edition):

Loulizi, Amara. “Comparison of design methods for shear in reinforced concrete beams.” 1992. Web. 09 Jul 2020.

Vancouver:

Loulizi A. Comparison of design methods for shear in reinforced concrete beams. [Internet] [Masters thesis]. Virginia Tech; 1992. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/44554.

Council of Science Editors:

Loulizi A. Comparison of design methods for shear in reinforced concrete beams. [Masters Thesis]. Virginia Tech; 1992. Available from: http://hdl.handle.net/10919/44554


Virginia Tech

25. Chen, Jou-Jun Robert. Load and resistance factor design of shallow foundations for bridges.

Degree: MS, Civil Engineering, 1989, Virginia Tech

  Load Factor Design (LFD), adopted by AASHTO in the mid-1970, is currently used for bridge superstructure design. However, the AASHTO specifications do not have… (more)

Subjects/Keywords: Bridges; LD5655.V855 1989.C5343

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APA (6th Edition):

Chen, J. R. (1989). Load and resistance factor design of shallow foundations for bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44627

Chicago Manual of Style (16th Edition):

Chen, Jou-Jun Robert. “Load and resistance factor design of shallow foundations for bridges.” 1989. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/44627.

MLA Handbook (7th Edition):

Chen, Jou-Jun Robert. “Load and resistance factor design of shallow foundations for bridges.” 1989. Web. 09 Jul 2020.

Vancouver:

Chen JR. Load and resistance factor design of shallow foundations for bridges. [Internet] [Masters thesis]. Virginia Tech; 1989. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/44627.

Council of Science Editors:

Chen JR. Load and resistance factor design of shallow foundations for bridges. [Masters Thesis]. Virginia Tech; 1989. Available from: http://hdl.handle.net/10919/44627


Virginia Tech

26. Betaque, Andrew D. Evaluation of software for analysis and design of reinforced concrete structures.

Degree: MS, Civil Engineering, 1992, Virginia Tech

 A study was performed to compare the linear static analysis and concrete design capabilities of two structural analysis and design programs - MicasPlus and STAAD… (more)

Subjects/Keywords: Reinforced concrete construction; LD5655.V855 1992.B473

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APA (6th Edition):

Betaque, A. D. (1992). Evaluation of software for analysis and design of reinforced concrete structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44843

Chicago Manual of Style (16th Edition):

Betaque, Andrew D. “Evaluation of software for analysis and design of reinforced concrete structures.” 1992. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/44843.

MLA Handbook (7th Edition):

Betaque, Andrew D. “Evaluation of software for analysis and design of reinforced concrete structures.” 1992. Web. 09 Jul 2020.

Vancouver:

Betaque AD. Evaluation of software for analysis and design of reinforced concrete structures. [Internet] [Masters thesis]. Virginia Tech; 1992. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/44843.

Council of Science Editors:

Betaque AD. Evaluation of software for analysis and design of reinforced concrete structures. [Masters Thesis]. Virginia Tech; 1992. Available from: http://hdl.handle.net/10919/44843


Virginia Tech

27. Hou, Aili. Analysis of the deflections, vibrations, and stability of leaning arches.

Degree: MS, Civil Engineering, 1996, Virginia Tech

  In recent years, leaning arches have been used in frameworks for some tent structures. Various people have studied the behavior of a single vertical… (more)

Subjects/Keywords: vibration; frequency; deflection; leaning arch; buckling; LD5655.V855 1996.H68

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APA (6th Edition):

Hou, A. (1996). Analysis of the deflections, vibrations, and stability of leaning arches. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45088

Chicago Manual of Style (16th Edition):

Hou, Aili. “Analysis of the deflections, vibrations, and stability of leaning arches.” 1996. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45088.

MLA Handbook (7th Edition):

Hou, Aili. “Analysis of the deflections, vibrations, and stability of leaning arches.” 1996. Web. 09 Jul 2020.

Vancouver:

Hou A. Analysis of the deflections, vibrations, and stability of leaning arches. [Internet] [Masters thesis]. Virginia Tech; 1996. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45088.

Council of Science Editors:

Hou A. Analysis of the deflections, vibrations, and stability of leaning arches. [Masters Thesis]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/45088


Virginia Tech

28. Huang, Ching-Yang. Comparison and results of sheet pile interlock analysis.

Degree: MS, Civil Engineering, 1988, Virginia Tech

 A finite element program for analyzing the nonlinear behavior of moving contact problems has been developed and used for the analysis of a single sheet… (more)

Subjects/Keywords: Cofferdams; LD5655.V855 1988.H936

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APA (6th Edition):

Huang, C. (1988). Comparison and results of sheet pile interlock analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45160

Chicago Manual of Style (16th Edition):

Huang, Ching-Yang. “Comparison and results of sheet pile interlock analysis.” 1988. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/45160.

MLA Handbook (7th Edition):

Huang, Ching-Yang. “Comparison and results of sheet pile interlock analysis.” 1988. Web. 09 Jul 2020.

Vancouver:

Huang C. Comparison and results of sheet pile interlock analysis. [Internet] [Masters thesis]. Virginia Tech; 1988. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/45160.

Council of Science Editors:

Huang C. Comparison and results of sheet pile interlock analysis. [Masters Thesis]. Virginia Tech; 1988. Available from: http://hdl.handle.net/10919/45160


Virginia Tech

29. Lyons, John C. Strength of welded shear studs.

Degree: MS, Civil Engineering, 1994, Virginia Tech

  To better understand the behavior of composite beams in buildings, push-out tests were conducted to study the behavior of welded shear studs. Forty-eight solid… (more)

Subjects/Keywords: Shear (Mechanics); LD5655.V855 1994.L966

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APA (6th Edition):

Lyons, J. C. (1994). Strength of welded shear studs. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42990

Chicago Manual of Style (16th Edition):

Lyons, John C. “Strength of welded shear studs.” 1994. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/42990.

MLA Handbook (7th Edition):

Lyons, John C. “Strength of welded shear studs.” 1994. Web. 09 Jul 2020.

Vancouver:

Lyons JC. Strength of welded shear studs. [Internet] [Masters thesis]. Virginia Tech; 1994. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/42990.

Council of Science Editors:

Lyons JC. Strength of welded shear studs. [Masters Thesis]. Virginia Tech; 1994. Available from: http://hdl.handle.net/10919/42990


Virginia Tech

30. Showalter, Sheldon Lee. Investigation of Ultimate Strength of Composite Open-Web Joist-Girders.

Degree: MS, Civil Engineering, 1999, Virginia Tech

 The goal of this research was to study several methods of generating composite action using open-web joist-girders, designed and manufactured by Nucor Corporation. In addition… (more)

Subjects/Keywords: stub-girder; flush framed joist-girder; composite joist-girder; haunched girder

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APA (6th Edition):

Showalter, S. L. (1999). Investigation of Ultimate Strength of Composite Open-Web Joist-Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40930

Chicago Manual of Style (16th Edition):

Showalter, Sheldon Lee. “Investigation of Ultimate Strength of Composite Open-Web Joist-Girders.” 1999. Masters Thesis, Virginia Tech. Accessed July 09, 2020. http://hdl.handle.net/10919/40930.

MLA Handbook (7th Edition):

Showalter, Sheldon Lee. “Investigation of Ultimate Strength of Composite Open-Web Joist-Girders.” 1999. Web. 09 Jul 2020.

Vancouver:

Showalter SL. Investigation of Ultimate Strength of Composite Open-Web Joist-Girders. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2020 Jul 09]. Available from: http://hdl.handle.net/10919/40930.

Council of Science Editors:

Showalter SL. Investigation of Ultimate Strength of Composite Open-Web Joist-Girders. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/40930

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