Influence of Nonuniform Box Beam Dimensions and Bridge Transverse Slope on Environmentally Induced Stresses in Adjacent Box Beam Bridges-Reference-Cited by-同舟云学术

Influence of Nonuniform Box Beam Dimensions and Bridge Transverse Slope on Environmentally Induced Stresses in Adjacent Box Beam Bridges

Published:2018-12 Issue:6 Volume:32 Page:04018081
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Mutashar Rana¹^ORCID,Sargand Shad²,Khoury Issam³,T. Al Rikabi Fouad⁴

Affiliation:

1. Ph.D. Candidate, Civil Engineering Dept., Russ College of Engineering and Technology, Ohio Univ., 102 Stocker Center, Athens, OH 45701 (corresponding author). ORCID: .

2. Russ Professor, Civil Engineering Dept., Russ College of Engineering and Technology, Ohio Univ., 208 Stocker Engineering Center, Athens, OH 45701.

3. Assistant Professor, Civil Engineering Dept., 222 Stocker Engineering Center, Russ College of Engineering and Technology, Ohio Univ., Athens, OH 45701.

4. Ph.D. Candidate, Civil Engineering Dept., Russ College of Engineering and Technology, Ohio Univ., 102 Stocker Center, Athens, OH 45701.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001226

Reference24 articles.

1. Ahlborn P. E. M. Theresa H. M. Aktan A. M. Eng U. Bandara and C. G. Gilbertson. 2006. “Prestressed concrete box-beam bridge performance: Condition assessment and design analysis.” In Proc. Transportation Research Board 85th Annual Meeting. Washington DC: Transportation Research Board.

2. First-Generation ABC System, Evolving Design, and Half a Century of Performance: Michigan Side-by-Side Box-Beam Bridges

3. Bebawy M. R. 2007. “Optimum transverse post-tensioning arrangement for side-by-side box-beam bridges.” M.Sc. thesis Dept. of Civil Engineering Lawrence Technological Univ.

4. Challenges of Skew in Bridges with Steel Girders

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