Modeling and Detailing Pretensioned Concrete Bridge Girder End Regions Using the Strut-and-Tie Approach-Reference-Cited by-同舟云学术

Modeling and Detailing Pretensioned Concrete Bridge Girder End Regions Using the Strut-and-Tie Approach

Published:2019-03 Issue:3 Volume:24 Page:04018123
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Harries Kent A.¹,Shahrooz Bahram M.²,Ross Brandon E.³,Ball Payne⁴,Hamilton H. R. “Trey”⁵

Affiliation:

1. Bicentennial Board of Visitors Faculty Fellow and Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 742 Benedum Hall, Pittsburgh, PA 15260 (corresponding author).

2. Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, 765 Rhodes Hall, Cincinnati, OH 45221.

3. Assistant Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Lowry Hall, Clemson, SC 29634.

4. Graduate Student Researcher, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, 765 Rhodes Hall, Cincinnati, OH 45221.

5. Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001354

Reference13 articles.

1. Analytical Investigation and Monitoring of End-Zone Reinforcement of the Alaskan Way Viaduct Super Girders

2. Ball P. 2018. “The use of 0.7-in. prestressed prestressing strand in various bridge girder types.” M.S. thesis Univ. of Cincinnati.

3. Castrodale R. W. A. Lui and C. D. White. 2002. “Simplified analysis of web splitting in pretensioned concrete girders.” In Proc. PCI /FHWA/National Concrete Bridge Conf. Chicago: Precast/Prestressed Concrete Institute.

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