Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

Level: doctoral

You searched for +publisher:"Virginia Tech" +contributor:("Barker, Richard M."). Showing records 1 – 18 of 18 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Virginia Tech

1. Alzaabi, Aref Alderbas. Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete.

Degree: PhD, Civil Engineering, 2000, Virginia Tech

 Three main objectives have been set for this research. The first is to develop an accurate method for measuring the dielectric constant of PCC using… (more)

Subjects/Keywords: Dielectric Constant; Deterioration; Electromagnetic; Portland Cement Concrete; Capacitor Probe

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Alzaabi, A. A. (2000). Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28827

Chicago Manual of Style (16th Edition):

Alzaabi, Aref Alderbas. “Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete.” 2000. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/28827.

MLA Handbook (7th Edition):

Alzaabi, Aref Alderbas. “Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete.” 2000. Web. 09 Aug 2020.

Vancouver:

Alzaabi AA. Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete. [Internet] [Doctoral dissertation]. Virginia Tech; 2000. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/28827.

Council of Science Editors:

Alzaabi AA. Capacitor-Probe Calibration and Optimization for NDE Application to Portland Cement Concrete. [Doctoral Dissertation]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/28827


Virginia Tech

2. Liu, Youping. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures.

Degree: PhD, Civil Engineering, 1996, Virginia Tech

 Significant factors on steel corrosion in chloride contaminated reinforced concrete and time-to-corrosion cracking were investigated in this study. Sixty specimens were designed with seven admixed… (more)

Subjects/Keywords: deterioration; chloride; corrosion; cracking; model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Liu, Y. (1996). Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30541

Chicago Manual of Style (16th Edition):

Liu, Youping. “Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures.” 1996. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/30541.

MLA Handbook (7th Edition):

Liu, Youping. “Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures.” 1996. Web. 09 Aug 2020.

Vancouver:

Liu Y. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 1996. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/30541.

Council of Science Editors:

Liu Y. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures. [Doctoral Dissertation]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/30541


Virginia Tech

3. Loulizi, Amara. Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure.

Degree: PhD, Civil Engineering, 2001, Virginia Tech

 Ground penetrating radar (GPR) technology has been used for the past 20 years for a variety of applications to assess transportation infrastructure. However, the main… (more)

Subjects/Keywords: dielectric constant; nondestructive evaluation; ground penetrating radar; bridge decks; pavements

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Loulizi, A. (2001). Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26133

Chicago Manual of Style (16th Edition):

Loulizi, Amara. “Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure.” 2001. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/26133.

MLA Handbook (7th Edition):

Loulizi, Amara. “Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure.” 2001. Web. 09 Aug 2020.

Vancouver:

Loulizi A. Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure. [Internet] [Doctoral dissertation]. Virginia Tech; 2001. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/26133.

Council of Science Editors:

Loulizi A. Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure. [Doctoral Dissertation]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/26133


Virginia Tech

4. Mays, Timothy Wayne. Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections.

Degree: PhD, Civil Engineering, 2004, Virginia Tech

 Due to problems associated with welded moment connections uncovered after the Northridge earthquake, large bolted connections are becoming a much more attractive alternative for design… (more)

Subjects/Keywords: Finite Element; Dynamic; Earthquake; Steel; Cyclic; Connection

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mays, T. W. (2004). Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/11245

Chicago Manual of Style (16th Edition):

Mays, Timothy Wayne. “Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections.” 2004. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/11245.

MLA Handbook (7th Edition):

Mays, Timothy Wayne. “Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections.” 2004. Web. 09 Aug 2020.

Vancouver:

Mays TW. Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections. [Internet] [Doctoral dissertation]. Virginia Tech; 2004. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/11245.

Council of Science Editors:

Mays TW. Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections. [Doctoral Dissertation]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/11245


Virginia Tech

5. Meng, Ronald L. Design of moment end-plate connections for seismic loading.

Degree: PhD, Civil Engineering, 1996, Virginia Tech

 Analytical and experimental research into the seismic response of four-bolt extended moment end-plate connections was conducted. Full-scale connections, ranging in size from moderate to large,… (more)

Subjects/Keywords: LD5655.V856 1996.M464

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Meng, R. L. (1996). Design of moment end-plate connections for seismic loading. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40287

Chicago Manual of Style (16th Edition):

Meng, Ronald L. “Design of moment end-plate connections for seismic loading.” 1996. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/40287.

MLA Handbook (7th Edition):

Meng, Ronald L. “Design of moment end-plate connections for seismic loading.” 1996. Web. 09 Aug 2020.

Vancouver:

Meng RL. Design of moment end-plate connections for seismic loading. [Internet] [Doctoral dissertation]. Virginia Tech; 1996. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/40287.

Council of Science Editors:

Meng RL. Design of moment end-plate connections for seismic loading. [Doctoral Dissertation]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/40287


Virginia Tech

6. Chiang, Tsung-Ting. Analysis of hydrologic systems.

Degree: PhD, Civil Engineering, 1968, Virginia Tech

Subjects/Keywords: Runoff; LD5655.V856 1968.C45

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chiang, T. (1968). Analysis of hydrologic systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/37925

Chicago Manual of Style (16th Edition):

Chiang, Tsung-Ting. “Analysis of hydrologic systems.” 1968. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/37925.

MLA Handbook (7th Edition):

Chiang, Tsung-Ting. “Analysis of hydrologic systems.” 1968. Web. 09 Aug 2020.

Vancouver:

Chiang T. Analysis of hydrologic systems. [Internet] [Doctoral dissertation]. Virginia Tech; 1968. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/37925.

Council of Science Editors:

Chiang T. Analysis of hydrologic systems. [Doctoral Dissertation]. Virginia Tech; 1968. Available from: http://hdl.handle.net/10919/37925


Virginia Tech

7. Economides, Thoukidides A. Experimental investigation on the dynamics of inflatable dams.

Degree: PhD, Civil Engineering, 1993, Virginia Tech

 The dynamic characteristics of pressurized cylindrical membranes used as dams are considered here. Single-anchored air-inflated membranes are predominantly studied. Load combinations are considered without any… (more)

Subjects/Keywords: Air-supported structures; LD5655.V856 1993.E366

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Economides, T. A. (1993). Experimental investigation on the dynamics of inflatable dams. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38517

Chicago Manual of Style (16th Edition):

Economides, Thoukidides A. “Experimental investigation on the dynamics of inflatable dams.” 1993. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/38517.

MLA Handbook (7th Edition):

Economides, Thoukidides A. “Experimental investigation on the dynamics of inflatable dams.” 1993. Web. 09 Aug 2020.

Vancouver:

Economides TA. Experimental investigation on the dynamics of inflatable dams. [Internet] [Doctoral dissertation]. Virginia Tech; 1993. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/38517.

Council of Science Editors:

Economides TA. Experimental investigation on the dynamics of inflatable dams. [Doctoral Dissertation]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/38517


Virginia Tech

8. Al-Akhras, Nabil M. Characterization and deterioration detection of portland cement concrete using ultrasonic waves.

Degree: PhD, Civil Engineering, 1995, Virginia Tech

 An experimental study was conducted to characterize Portland cement concrete (PCC), to detect deterioration induced by freeze/thaw and alkali-silica reaction, and to detect chloride presence… (more)

Subjects/Keywords: nondestructive evaluation; LD5655.V856 1995.A435

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Al-Akhras, N. M. (1995). Characterization and deterioration detection of portland cement concrete using ultrasonic waves. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38373

Chicago Manual of Style (16th Edition):

Al-Akhras, Nabil M. “Characterization and deterioration detection of portland cement concrete using ultrasonic waves.” 1995. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/38373.

MLA Handbook (7th Edition):

Al-Akhras, Nabil M. “Characterization and deterioration detection of portland cement concrete using ultrasonic waves.” 1995. Web. 09 Aug 2020.

Vancouver:

Al-Akhras NM. Characterization and deterioration detection of portland cement concrete using ultrasonic waves. [Internet] [Doctoral dissertation]. Virginia Tech; 1995. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/38373.

Council of Science Editors:

Al-Akhras NM. Characterization and deterioration detection of portland cement concrete using ultrasonic waves. [Doctoral Dissertation]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/38373


Virginia Tech

9. Davidson, John Richard. The effect of random internal motions on the angular orientation of a free body with limit control.

Degree: PhD, Engineering Mechanics, 1968, Virginia Tech

Subjects/Keywords: Manned space flight; LD5655.V856 1968.D35

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Davidson, J. R. (1968). The effect of random internal motions on the angular orientation of a free body with limit control. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38603

Chicago Manual of Style (16th Edition):

Davidson, John Richard. “The effect of random internal motions on the angular orientation of a free body with limit control.” 1968. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/38603.

MLA Handbook (7th Edition):

Davidson, John Richard. “The effect of random internal motions on the angular orientation of a free body with limit control.” 1968. Web. 09 Aug 2020.

Vancouver:

Davidson JR. The effect of random internal motions on the angular orientation of a free body with limit control. [Internet] [Doctoral dissertation]. Virginia Tech; 1968. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/38603.

Council of Science Editors:

Davidson JR. The effect of random internal motions on the angular orientation of a free body with limit control. [Doctoral Dissertation]. Virginia Tech; 1968. Available from: http://hdl.handle.net/10919/38603


Virginia Tech

10. Hsu, Su-Yuen. Finite element micromechanics modeling of inelastic deformation of unidirectionally fiber-reinforced composites.

Degree: PhD, Engineering Mechanics, 1992, Virginia Tech

 Part I (Efficient Endochronic Finite Element Analysis: an Example of a Cyclically Loaded Boron/Aluminum Composite): A convenient and efficient algorithmic tangent matrix approach has been… (more)

Subjects/Keywords: Fibrous composites Models; Micromechanics Models; Deformations (Mechanics); LD5655.V856 1992.H78

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hsu, S. (1992). Finite element micromechanics modeling of inelastic deformation of unidirectionally fiber-reinforced composites. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39842

Chicago Manual of Style (16th Edition):

Hsu, Su-Yuen. “Finite element micromechanics modeling of inelastic deformation of unidirectionally fiber-reinforced composites.” 1992. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/39842.

MLA Handbook (7th Edition):

Hsu, Su-Yuen. “Finite element micromechanics modeling of inelastic deformation of unidirectionally fiber-reinforced composites.” 1992. Web. 09 Aug 2020.

Vancouver:

Hsu S. Finite element micromechanics modeling of inelastic deformation of unidirectionally fiber-reinforced composites. [Internet] [Doctoral dissertation]. Virginia Tech; 1992. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/39842.

Council of Science Editors:

Hsu S. Finite element micromechanics modeling of inelastic deformation of unidirectionally fiber-reinforced composites. [Doctoral Dissertation]. Virginia Tech; 1992. Available from: http://hdl.handle.net/10919/39842


Virginia Tech

11. Davis, John G. Compressive strength of lamina reinforced and fiber reinforced composite materials.

Degree: PhD, Engineering Mechanics, 1973, Virginia Tech

Subjects/Keywords: construction materials; LD5655.V856 1973.D38

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Davis, J. G. (1973). Compressive strength of lamina reinforced and fiber reinforced composite materials. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38585

Chicago Manual of Style (16th Edition):

Davis, John G. “Compressive strength of lamina reinforced and fiber reinforced composite materials.” 1973. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/38585.

MLA Handbook (7th Edition):

Davis, John G. “Compressive strength of lamina reinforced and fiber reinforced composite materials.” 1973. Web. 09 Aug 2020.

Vancouver:

Davis JG. Compressive strength of lamina reinforced and fiber reinforced composite materials. [Internet] [Doctoral dissertation]. Virginia Tech; 1973. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/38585.

Council of Science Editors:

Davis JG. Compressive strength of lamina reinforced and fiber reinforced composite materials. [Doctoral Dissertation]. Virginia Tech; 1973. Available from: http://hdl.handle.net/10919/38585


Virginia Tech

12. Arsoy, Sami. Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges.

Degree: PhD, Civil Engineering, 2000, Virginia Tech

 Bridges without expansion joints are called "integral bridges." Eliminating joints from bridges crates concerns for the piles and the abutments of integral bridges because the… (more)

Subjects/Keywords: finite element analyses; temperature effects; abutments; semi-integral abutment; piles; Integral bridges

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Arsoy, S. (2000). Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/25939

Chicago Manual of Style (16th Edition):

Arsoy, Sami. “Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges.” 2000. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/25939.

MLA Handbook (7th Edition):

Arsoy, Sami. “Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges.” 2000. Web. 09 Aug 2020.

Vancouver:

Arsoy S. Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges. [Internet] [Doctoral dissertation]. Virginia Tech; 2000. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/25939.

Council of Science Editors:

Arsoy S. Experimental and Analytical Investigations of Piles and Abutments of Integral Bridges. [Doctoral Dissertation]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/25939


Virginia Tech

13. Mokwa, Robert L. Investigation of the Resistance of Pile Caps to Lateral Loading.

Degree: PhD, Civil Engineering, 1999, Virginia Tech

 Bridges and buildings are often supported on deep foundations. These foundations consist of groups of piles coupled together by concrete pile caps. These pile caps,… (more)

Subjects/Keywords: log spiral; pile group; lateral loads; pile cap

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Mokwa, R. L. (1999). Investigation of the Resistance of Pile Caps to Lateral Loading. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29152

Chicago Manual of Style (16th Edition):

Mokwa, Robert L. “Investigation of the Resistance of Pile Caps to Lateral Loading.” 1999. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/29152.

MLA Handbook (7th Edition):

Mokwa, Robert L. “Investigation of the Resistance of Pile Caps to Lateral Loading.” 1999. Web. 09 Aug 2020.

Vancouver:

Mokwa RL. Investigation of the Resistance of Pile Caps to Lateral Loading. [Internet] [Doctoral dissertation]. Virginia Tech; 1999. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/29152.

Council of Science Editors:

Mokwa RL. Investigation of the Resistance of Pile Caps to Lateral Loading. [Doctoral Dissertation]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/29152


Virginia Tech

14. Widjaja, Budi R. Analysis and Design of Steel Deck-Concrete Composite Slabs.

Degree: PhD, Civil Engineering, 1997, Virginia Tech

 As cold-formed steel decks are used in virtually every steel-framed structure for composite slab systems, efforts to develop more efficient composite floor systems continues. Efficient… (more)

Subjects/Keywords: composite slabs; direct method; iterative method; finite element model; long span; resistance factor

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Widjaja, B. R. (1997). Analysis and Design of Steel Deck-Concrete Composite Slabs. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30759

Chicago Manual of Style (16th Edition):

Widjaja, Budi R. “Analysis and Design of Steel Deck-Concrete Composite Slabs.” 1997. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/30759.

MLA Handbook (7th Edition):

Widjaja, Budi R. “Analysis and Design of Steel Deck-Concrete Composite Slabs.” 1997. Web. 09 Aug 2020.

Vancouver:

Widjaja BR. Analysis and Design of Steel Deck-Concrete Composite Slabs. [Internet] [Doctoral dissertation]. Virginia Tech; 1997. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/30759.

Council of Science Editors:

Widjaja BR. Analysis and Design of Steel Deck-Concrete Composite Slabs. [Doctoral Dissertation]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/30759


Virginia Tech

15. Kim, John Sang. Reliability-based design of a retaining wall.

Degree: PhD, Civil Engineering, 1995, Virginia Tech

 A retaining wall is subject to various limit states such as sliding, overturning and bearing capacity, and it can fail by anyone of them. Since… (more)

Subjects/Keywords: retaining wall design safety; LD5655.V856 1995.K565

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kim, J. S. (1995). Reliability-based design of a retaining wall. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40214

Chicago Manual of Style (16th Edition):

Kim, John Sang. “Reliability-based design of a retaining wall.” 1995. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/40214.

MLA Handbook (7th Edition):

Kim, John Sang. “Reliability-based design of a retaining wall.” 1995. Web. 09 Aug 2020.

Vancouver:

Kim JS. Reliability-based design of a retaining wall. [Internet] [Doctoral dissertation]. Virginia Tech; 1995. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/40214.

Council of Science Editors:

Kim JS. Reliability-based design of a retaining wall. [Doctoral Dissertation]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/40214


Virginia Tech

16. Bryant, Jr., James William. Non-Invasive Permeability Assessment of High-Performance Concrete Bridge Deck Mixtures.

Degree: PhD, Civil Engineering, 2001, Virginia Tech

 Concrete construction methods and practices influence the final in-place quality of concrete. A low permeability concrete mixture does not alone ensure quality in-place concrete. If… (more)

Subjects/Keywords: Permeability; Chloride Ion Penetrability; High-Performance Concrete; Concrete Resistivity; Initial current; Nondestructive Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bryant, Jr., J. W. (2001). Non-Invasive Permeability Assessment of High-Performance Concrete Bridge Deck Mixtures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27241

Chicago Manual of Style (16th Edition):

Bryant, Jr., James William. “Non-Invasive Permeability Assessment of High-Performance Concrete Bridge Deck Mixtures.” 2001. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/27241.

MLA Handbook (7th Edition):

Bryant, Jr., James William. “Non-Invasive Permeability Assessment of High-Performance Concrete Bridge Deck Mixtures.” 2001. Web. 09 Aug 2020.

Vancouver:

Bryant, Jr. JW. Non-Invasive Permeability Assessment of High-Performance Concrete Bridge Deck Mixtures. [Internet] [Doctoral dissertation]. Virginia Tech; 2001. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/27241.

Council of Science Editors:

Bryant, Jr. JW. Non-Invasive Permeability Assessment of High-Performance Concrete Bridge Deck Mixtures. [Doctoral Dissertation]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/27241


Virginia Tech

17. Dadson, Daniel K. Impact of Environmental Classification on Steel Girder Bridge Elements Using Bridge Inspection Data.

Degree: PhD, Civil Engineering, 2001, Virginia Tech

 State Departments of Transportation (DOT's) have established Bridge Management Systems (BMS) with procedures to aid in estimating service lives of bridge components and elements. Service… (more)

Subjects/Keywords: bridge management; element; environmental; service life

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dadson, D. K. (2001). Impact of Environmental Classification on Steel Girder Bridge Elements Using Bridge Inspection Data. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27772

Chicago Manual of Style (16th Edition):

Dadson, Daniel K. “Impact of Environmental Classification on Steel Girder Bridge Elements Using Bridge Inspection Data.” 2001. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/27772.

MLA Handbook (7th Edition):

Dadson, Daniel K. “Impact of Environmental Classification on Steel Girder Bridge Elements Using Bridge Inspection Data.” 2001. Web. 09 Aug 2020.

Vancouver:

Dadson DK. Impact of Environmental Classification on Steel Girder Bridge Elements Using Bridge Inspection Data. [Internet] [Doctoral dissertation]. Virginia Tech; 2001. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/27772.

Council of Science Editors:

Dadson DK. Impact of Environmental Classification on Steel Girder Bridge Elements Using Bridge Inspection Data. [Doctoral Dissertation]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/27772


Virginia Tech

18. Haddad, Rami H. Characterization and deterioration detection of Portland cement concrete using electromagnetic waves over a wideband of frequency.

Degree: PhD, Civil Engineering, 1996, Virginia Tech

 An experimental program was conducted to establish a better understanding of the effect of Portland cement concrete's (PCC' s) basic properties on its dielectric properties… (more)

Subjects/Keywords: concrete properties; LD5655.V856 1996.H333

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Haddad, R. H. (1996). Characterization and deterioration detection of Portland cement concrete using electromagnetic waves over a wideband of frequency. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39207

Chicago Manual of Style (16th Edition):

Haddad, Rami H. “Characterization and deterioration detection of Portland cement concrete using electromagnetic waves over a wideband of frequency.” 1996. Doctoral Dissertation, Virginia Tech. Accessed August 09, 2020. http://hdl.handle.net/10919/39207.

MLA Handbook (7th Edition):

Haddad, Rami H. “Characterization and deterioration detection of Portland cement concrete using electromagnetic waves over a wideband of frequency.” 1996. Web. 09 Aug 2020.

Vancouver:

Haddad RH. Characterization and deterioration detection of Portland cement concrete using electromagnetic waves over a wideband of frequency. [Internet] [Doctoral dissertation]. Virginia Tech; 1996. [cited 2020 Aug 09]. Available from: http://hdl.handle.net/10919/39207.

Council of Science Editors:

Haddad RH. Characterization and deterioration detection of Portland cement concrete using electromagnetic waves over a wideband of frequency. [Doctoral Dissertation]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/39207

.