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You searched for subject:(NEXT D Beam). Showing records 1 – 4 of 4 total matches.

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Clemson University

1. Filosa, Francis Vincent. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges.

Degree: MS, Civil Engineering, 2017, Clemson University

 For short to medium span bridges experiencing lower average daily traffic (ADT), the South Carolina Department of Transportation (SCDOT) currently utilizes both hollow core and… (more)

Subjects/Keywords: DFM; NEXT D Beam; Shear Key; Ultra-high Performance Concrete

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APA (6th Edition):

Filosa, F. V. (2017). Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2795

Chicago Manual of Style (16th Edition):

Filosa, Francis Vincent. “Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges.” 2017. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/2795.

MLA Handbook (7th Edition):

Filosa, Francis Vincent. “Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges.” 2017. Web. 16 Jul 2019.

Vancouver:

Filosa FV. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges. [Internet] [Masters thesis]. Clemson University; 2017. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/2795.

Council of Science Editors:

Filosa FV. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT D Beam and Solid Slab Bridges. [Masters Thesis]. Clemson University; 2017. Available from: https://tigerprints.clemson.edu/all_theses/2795


Clemson University

2. Hess, Samuel Edward. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT-D Beam.

Degree: MS, Civil Engineering, 2018, Clemson University

 Several of the adjacent precast concrete bridge girders (APCBG) that the South Carolina Department of Transportation (SCDOT) currently use experience shear key cracking within their… (more)

Subjects/Keywords: Distribution Factor; Experimental; Field Testing; Live Load; Next-D Beam

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APA (6th Edition):

Hess, S. E. (2018). Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT-D Beam. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2987

Chicago Manual of Style (16th Edition):

Hess, Samuel Edward. “Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT-D Beam.” 2018. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/2987.

MLA Handbook (7th Edition):

Hess, Samuel Edward. “Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT-D Beam.” 2018. Web. 16 Jul 2019.

Vancouver:

Hess SE. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT-D Beam. [Internet] [Masters thesis]. Clemson University; 2018. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/2987.

Council of Science Editors:

Hess SE. Live Load Distribution Factors and UHPC Shear Key Performance of SCDOT NEXT-D Beam. [Masters Thesis]. Clemson University; 2018. Available from: https://tigerprints.clemson.edu/all_theses/2987


Clemson University

3. Deery, Daniel. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.

Degree: MS, Civil Engineering, 2010, Clemson University

 Adjacent precast, prestressed concrete beam bridges have become a popular solution throughout the country because deck forming can be eliminated and construction is rapid. In… (more)

Subjects/Keywords: Adjacent Beam; Bridge; Flat Slab; Hollow Core; NEXT D Beam; SCDOT; Civil Engineering

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APA (6th Edition):

Deery, D. (2010). Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1011

Chicago Manual of Style (16th Edition):

Deery, Daniel. “Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.” 2010. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/1011.

MLA Handbook (7th Edition):

Deery, Daniel. “Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.” 2010. Web. 16 Jul 2019.

Vancouver:

Deery D. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/1011.

Council of Science Editors:

Deery D. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/1011


Clemson University

4. Flores, Armando. BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH.

Degree: MS, Civil Engineering, 2011, Clemson University

 State Departments of Transportation have been using adjacent precast bridges for many years. A vital component of this type of bridges is the connection between… (more)

Subjects/Keywords: adjacent bridge beam connection; Finite Element; NEXT-D; shear key; Civil Engineering

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

APA (6th Edition):

Flores, A. (2011). BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1218

Chicago Manual of Style (16th Edition):

Flores, Armando. “BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH.” 2011. Masters Thesis, Clemson University. Accessed July 16, 2019. https://tigerprints.clemson.edu/all_theses/1218.

MLA Handbook (7th Edition):

Flores, Armando. “BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH.” 2011. Web. 16 Jul 2019.

Vancouver:

Flores A. BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 16]. Available from: https://tigerprints.clemson.edu/all_theses/1218.

Council of Science Editors:

Flores A. BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1218

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