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You searched for subject:(hybrid composite beam). Showing records 1 – 12 of 12 total matches.

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Virginia Tech

1. Van Nosdall, Stephen Paul. Experiments on a Hybrid Composite Beam for Bridge Applications.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 This thesis details a study of the structural behavior of Hybrid-Composite Beams (HCB) consisting of a fiber reinforced polymer (FRP) shell with a concrete arch… (more)

Subjects/Keywords: Hybrid-Composite Beam; FRP; Force Distribution

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APA (6th Edition):

Van Nosdall, S. P. (2013). Experiments on a Hybrid Composite Beam for Bridge Applications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23106

Chicago Manual of Style (16th Edition):

Van Nosdall, Stephen Paul. “Experiments on a Hybrid Composite Beam for Bridge Applications.” 2013. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/23106.

MLA Handbook (7th Edition):

Van Nosdall, Stephen Paul. “Experiments on a Hybrid Composite Beam for Bridge Applications.” 2013. Web. 30 Sep 2020.

Vancouver:

Van Nosdall SP. Experiments on a Hybrid Composite Beam for Bridge Applications. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/23106.

Council of Science Editors:

Van Nosdall SP. Experiments on a Hybrid Composite Beam for Bridge Applications. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23106


University of New South Wales

2. Chakrabortty, Anup. Design, manufacture, testing and analysis of filament-wound hybrid FRP-concrete beam.

Degree: Engineering & Information Technology Canberra, 2012, University of New South Wales

 A novel configuration of a hybrid fibre reinforced polymer (FRP) composite-concrete beam is presented. The beam consists of a glass fibre reinforced polymer (GFRP) pultruded… (more)

Subjects/Keywords: Filament-wound; Hybrid composite beam; FRP concrete; confined concrete

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APA (6th Edition):

Chakrabortty, A. (2012). Design, manufacture, testing and analysis of filament-wound hybrid FRP-concrete beam. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/52143 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10813/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Chakrabortty, Anup. “Design, manufacture, testing and analysis of filament-wound hybrid FRP-concrete beam.” 2012. Doctoral Dissertation, University of New South Wales. Accessed September 30, 2020. http://handle.unsw.edu.au/1959.4/52143 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10813/SOURCE01?view=true.

MLA Handbook (7th Edition):

Chakrabortty, Anup. “Design, manufacture, testing and analysis of filament-wound hybrid FRP-concrete beam.” 2012. Web. 30 Sep 2020.

Vancouver:

Chakrabortty A. Design, manufacture, testing and analysis of filament-wound hybrid FRP-concrete beam. [Internet] [Doctoral dissertation]. University of New South Wales; 2012. [cited 2020 Sep 30]. Available from: http://handle.unsw.edu.au/1959.4/52143 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10813/SOURCE01?view=true.

Council of Science Editors:

Chakrabortty A. Design, manufacture, testing and analysis of filament-wound hybrid FRP-concrete beam. [Doctoral Dissertation]. University of New South Wales; 2012. Available from: http://handle.unsw.edu.au/1959.4/52143 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10813/SOURCE01?view=true


Virginia Tech

3. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Ahsan S. Evaluation of Hybrid-Composite Beam for Use in Tide Mill Bridge. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Sep 30]. 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

4. 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 September 30, 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. 30 Sep 2020.

Vancouver:

Bajzek SN. Tranverse Deck Reinforcement for Use in Tide Mill Bridge. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Sep 30]. 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


Cranfield University

5. Di Giandomenico, Vincenzo. Surface structured bonded composite-metal joint.

Degree: MSc by Research, 2014, Cranfield University

 The design of structural joints is one of the critical challenges for the development of composite lightweight aircraft and motorsport structures. Despite the universal reliance… (more)

Subjects/Keywords: Metal fittings; surface features; embedded; hybrid metal/composite joint; digital image correlation; electron beam melting; micro-machining; pins

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APA (6th Edition):

Di Giandomenico, V. (2014). Surface structured bonded composite-metal joint. (Masters Thesis). Cranfield University. Retrieved from http://dspace.lib.cranfield.ac.uk/handle/1826/9308

Chicago Manual of Style (16th Edition):

Di Giandomenico, Vincenzo. “Surface structured bonded composite-metal joint.” 2014. Masters Thesis, Cranfield University. Accessed September 30, 2020. http://dspace.lib.cranfield.ac.uk/handle/1826/9308.

MLA Handbook (7th Edition):

Di Giandomenico, Vincenzo. “Surface structured bonded composite-metal joint.” 2014. Web. 30 Sep 2020.

Vancouver:

Di Giandomenico V. Surface structured bonded composite-metal joint. [Internet] [Masters thesis]. Cranfield University; 2014. [cited 2020 Sep 30]. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/9308.

Council of Science Editors:

Di Giandomenico V. Surface structured bonded composite-metal joint. [Masters Thesis]. Cranfield University; 2014. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/9308


Lehigh University

6. Lv, Jian. Analytical Study of the Responses of Bottom Panels under Slamming Loads and Steel/Composite Hybrid Slamming Test Boat.

Degree: PhD, Mechanical Engineering, 2014, Lehigh University

 This dissertation consists of three parts - analytical modeling of slamming on a simplified bottom structure (Papers 1-2), manufacturing of sandwich panels and installing them… (more)

Subjects/Keywords: Analytical method; Bottom slamming; Effects of slamming load traveling speed; Euler-Bernoulli beam; Steel/Composite Hybrid Slamming Test Boat; Structural response; Engineering; Mechanical Engineering

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APA (6th Edition):

Lv, J. (2014). Analytical Study of the Responses of Bottom Panels under Slamming Loads and Steel/Composite Hybrid Slamming Test Boat. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1549

Chicago Manual of Style (16th Edition):

Lv, Jian. “Analytical Study of the Responses of Bottom Panels under Slamming Loads and Steel/Composite Hybrid Slamming Test Boat.” 2014. Doctoral Dissertation, Lehigh University. Accessed September 30, 2020. https://preserve.lehigh.edu/etd/1549.

MLA Handbook (7th Edition):

Lv, Jian. “Analytical Study of the Responses of Bottom Panels under Slamming Loads and Steel/Composite Hybrid Slamming Test Boat.” 2014. Web. 30 Sep 2020.

Vancouver:

Lv J. Analytical Study of the Responses of Bottom Panels under Slamming Loads and Steel/Composite Hybrid Slamming Test Boat. [Internet] [Doctoral dissertation]. Lehigh University; 2014. [cited 2020 Sep 30]. Available from: https://preserve.lehigh.edu/etd/1549.

Council of Science Editors:

Lv J. Analytical Study of the Responses of Bottom Panels under Slamming Loads and Steel/Composite Hybrid Slamming Test Boat. [Doctoral Dissertation]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1549


Virginia Tech

7. Waldron, Christopher J. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 The Route 601 Bridge spans 39 ft over Dickey Creek in Sugar Grove, VA and represents the first use of Strongwell's 36 in. double web… (more)

Subjects/Keywords: fiber-reinforced polymer; hybrid composite beam; shear deformation; pultruded structural beam; FRP; bridge design; Composite materials; bolted deck-to-girder connection for composite bea

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APA (6th Edition):

Waldron, C. J. (2001). Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34414

Chicago Manual of Style (16th Edition):

Waldron, Christopher J. “Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.” 2001. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34414.

MLA Handbook (7th Edition):

Waldron, Christopher J. “Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.” 2001. Web. 30 Sep 2020.

Vancouver:

Waldron CJ. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34414.

Council of Science Editors:

Waldron CJ. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/34414


Virginia Tech

8. Schniepp, Timothy John. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.

Degree: MS, Engineering Science and Mechanics, 2002, Virginia Tech

 Fiber-reinforced polymeric (FRP) composites are being considered for structural members in bridge construction as lighter, more durable alternatives to steel and concrete. Extensive testing and… (more)

Subjects/Keywords: hybrid composite beam; shear lag; Composite materials; shear deformation; FRP; kGA; pultruded structural shapes; shear stiffness

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APA (6th Edition):

Schniepp, T. J. (2002). Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34550

Chicago Manual of Style (16th Edition):

Schniepp, Timothy John. “Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.” 2002. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34550.

MLA Handbook (7th Edition):

Schniepp, Timothy John. “Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.” 2002. Web. 30 Sep 2020.

Vancouver:

Schniepp TJ. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34550.

Council of Science Editors:

Schniepp TJ. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/34550

9. Neagoe, Catalin Andrei. Structural performance of FRP-concrete hybrid beams with flexible shear connection.

Degree: Departament d'Enginyeria Civil i Ambiental, 2016, Universitat Politècnica de Catalunya

 Sustainability of buildings and public infrastructure is a relatively recent topic put into discussion by the engineering community. A solution to designing structures that have… (more)

Subjects/Keywords: Fiber-reinforced polymers; Composite materials; FRP-concrete; Hybrid beam; Composite structures; Flexural behavior; Analytical procedure; Finite element model; Nonlinear analysis; Partial interaction; Àrees temàtiques de la UPC::Enginyeria civil i ambiental; 620; 69

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APA (6th Edition):

Neagoe, C. A. (2016). Structural performance of FRP-concrete hybrid beams with flexible shear connection. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/397749

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Neagoe, Catalin Andrei. “Structural performance of FRP-concrete hybrid beams with flexible shear connection.” 2016. Thesis, Universitat Politècnica de Catalunya. Accessed September 30, 2020. http://hdl.handle.net/10803/397749.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Neagoe, Catalin Andrei. “Structural performance of FRP-concrete hybrid beams with flexible shear connection.” 2016. Web. 30 Sep 2020.

Vancouver:

Neagoe CA. Structural performance of FRP-concrete hybrid beams with flexible shear connection. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10803/397749.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Neagoe CA. Structural performance of FRP-concrete hybrid beams with flexible shear connection. [Thesis]. Universitat Politècnica de Catalunya; 2016. Available from: http://hdl.handle.net/10803/397749

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

10. Hayes, Michael David. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.

Degree: MS, Engineering Mechanics, 1998, Virginia Tech

  Fiber reinforced polymeric (FRP) composite materials are beginning to find use in construction and infrastructure applications. Composite members may potentially provide more durable replacements… (more)

Subjects/Keywords: pultruded composites; pultruded structural shapes; hybrid composite beam; fiber-reinforced polymer (FRP); Composite materials; bridge rehabilitation; shear deformation

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APA (6th Edition):

Hayes, M. D. (1998). Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35852

Chicago Manual of Style (16th Edition):

Hayes, Michael David. “Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.” 1998. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/35852.

MLA Handbook (7th Edition):

Hayes, Michael David. “Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project.” 1998. Web. 30 Sep 2020.

Vancouver:

Hayes MD. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/35852.

Council of Science Editors:

Hayes MD. Characterization and Modeling of a Fiber-Reinforced Polymeric Composite Structural Beam and Bridge Structure for Use in the Tom's Creek Bridge Rehabilitation Project. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/35852


Virginia Tech

11. 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 30, 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. 30 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 30]. 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

12. Jing, Yuan. Experimental and Analytical Study of Dynamic Behavior of Bridge Superstructures Subjected to Overheight Vehicle Collisions.

Degree: 2017, University of Tennessee – Knoxville

 The increasing occurrence of over-height vehicle collisions with bridges in the United States leads to concern about the damage due to lateral impact to bridge… (more)

Subjects/Keywords: Bridge; over-height vehicles; full-scale; lateral impact; prestressed concrete; hybrid composite beam; ABAQUS/Explicit; parametric study; Civil Engineering; Structural Engineering

…83 vii List of Figures Figure 1.1 Perspective of Hybrid Composite Beam (Hillman… …developed bridge systems. For example, a new bridge technology, Hybrid Composite Beam (HCB… …infrastructure. The hybrid composite beam combines advanced composite materials with conventional… …components. Figure 1.1 Perspective of Hybrid Composite Beam (Hillman, 2012) Resistance… …116 vi List of Tables Table 3.1 Beam Properties… 

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APA (6th Edition):

Jing, Y. (2017). Experimental and Analytical Study of Dynamic Behavior of Bridge Superstructures Subjected to Overheight Vehicle Collisions. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/4471

Chicago Manual of Style (16th Edition):

Jing, Yuan. “Experimental and Analytical Study of Dynamic Behavior of Bridge Superstructures Subjected to Overheight Vehicle Collisions.” 2017. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed September 30, 2020. https://trace.tennessee.edu/utk_graddiss/4471.

MLA Handbook (7th Edition):

Jing, Yuan. “Experimental and Analytical Study of Dynamic Behavior of Bridge Superstructures Subjected to Overheight Vehicle Collisions.” 2017. Web. 30 Sep 2020.

Vancouver:

Jing Y. Experimental and Analytical Study of Dynamic Behavior of Bridge Superstructures Subjected to Overheight Vehicle Collisions. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2017. [cited 2020 Sep 30]. Available from: https://trace.tennessee.edu/utk_graddiss/4471.

Council of Science Editors:

Jing Y. Experimental and Analytical Study of Dynamic Behavior of Bridge Superstructures Subjected to Overheight Vehicle Collisions. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2017. Available from: https://trace.tennessee.edu/utk_graddiss/4471

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