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You searched for +publisher:"Virginia Tech" +contributor:("Gomez, Jose P."). Showing records 1 – 4 of 4 total matches.

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Virginia Tech

1. Restrepo, Edgar Salom. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 The Route 601 Bridge in Sugar Grove, Virginia spans 39 ft over Dickey Creek. The Bridge is the first to use the Strongwell 36 in.… (more)

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

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

APA (6th Edition):

Restrepo, E. S. (2002). Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36182

Chicago Manual of Style (16th Edition):

Restrepo, Edgar Salom. “Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members.” 2002. Masters Thesis, Virginia Tech. Accessed September 23, 2020. http://hdl.handle.net/10919/36182.

MLA Handbook (7th Edition):

Restrepo, Edgar Salom. “Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members.” 2002. Web. 23 Sep 2020.

Vancouver:

Restrepo ES. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 23]. Available from: http://hdl.handle.net/10919/36182.

Council of Science Editors:

Restrepo ES. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/36182


Virginia Tech

2. Nassar, Adil J. Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 Encouraged by the performance of high performance normal weight composite girders, Virginia Department of Transportation has sought to exploit the use of high strength lightweight… (more)

Subjects/Keywords: Ligthweight Concrete Prestressed Girders; High Performance Lightweight Concrete Prestressed; Transfer Length; Development Length

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APA (6th Edition):

Nassar, A. J. (2002). Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32941

Chicago Manual of Style (16th Edition):

Nassar, Adil J. “Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders.” 2002. Masters Thesis, Virginia Tech. Accessed September 23, 2020. http://hdl.handle.net/10919/32941.

MLA Handbook (7th Edition):

Nassar, Adil J. “Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders.” 2002. Web. 23 Sep 2020.

Vancouver:

Nassar AJ. Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 23]. Available from: http://hdl.handle.net/10919/32941.

Council of Science Editors:

Nassar AJ. Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Fully Bonded High Strength Lightweight Prestressed Girders. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/32941


Virginia Tech

3. Coleman, Jason Thomas. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 This thesis presents research completed on the experimental performance of two 6 3/4 in thick bridge deck panels fabricated by the Stongwell Corporation of Bristol,… (more)

Subjects/Keywords: bridge decks; pultrusion; fiber-reinforced polymer (FRP); fiberglass

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

APA (6th Edition):

Coleman, J. T. (2002). Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31720

Chicago Manual of Style (16th Edition):

Coleman, Jason Thomas. “Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2002. Masters Thesis, Virginia Tech. Accessed September 23, 2020. http://hdl.handle.net/10919/31720.

MLA Handbook (7th Edition):

Coleman, Jason Thomas. “Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components.” 2002. Web. 23 Sep 2020.

Vancouver:

Coleman JT. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 23]. Available from: http://hdl.handle.net/10919/31720.

Council of Science Editors:

Coleman JT. Continuation of Field and Laboratory Tests of a Proposed Bridge Deck Panel Fabricated from Pultruded Fiber-Reinforced Polymer Components. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/31720


Virginia Tech

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

Degree: PhD, Civil Engineering, 2009, Virginia Tech

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Swenty, Matthew Kenneth. “The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels.” 2009. Doctoral Dissertation, Virginia Tech. Accessed September 23, 2020. http://hdl.handle.net/10919/30214.

MLA Handbook (7th Edition):

Swenty, Matthew Kenneth. “The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels.” 2009. Web. 23 Sep 2020.

Vancouver:

Swenty MK. The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2020 Sep 23]. Available from: http://hdl.handle.net/10919/30214.

Council of Science Editors:

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

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